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HomeMy WebLinkAbout28LV - Trusses16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). September 29,2020 Liu, Xuegang Pages or sheets covered by this seal: I43007605 thru I43007676 My license renewal date for the state of Indiana is July 31, 2022. B20002865 Wedgewood 28 Laura Vista IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss CG01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007605 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:53:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-MgIsUQXQitVHyqn8U5EGiRmvtEJUobtobAeKURyYnG7 Scale = 1:50.4 1 2 3 4 6 5 7 8 910 4x8 3x4 6x10 3x4 4x6 4-3-4 4-3-4 8-6-7 4-3-4 -1-8-8 1-8-8 0-11-6 0-11-6 8-6-7 7-7-1 1-8-32-2-148-6-08-2-80-3-88-6-07.07 12 9.90 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.49 0.38 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.13 -0.00 (loc) 5-6 5-6 5 l/defl >730 >758 n/a L/d 240 240 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 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 9-8-11 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS. (size) 6=0-4-9, 5=0-1-8 Max Horz 6=283(LC 25) Max Uplift 6=-232(LC 4), 5=-501(LC 8) Max Grav 6=513(LC 33), 5=497(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-251/93, 3-4=-337/216, 4-5=-267/300 BOT CHORD 5-6=-474/337 WEBS 3-6=-446/362, 3-5=-333/472 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 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 at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 6 and 501 lb uplift at joint 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 lb down and 87 lb up at 2-11-10, 83 lb down and 87 lb up at 2-11-10, and 137 lb down and 181 lb up at 5-9-9, and 137 lb down and 181 lb up at 5-9-9 on top chord, and 46 lb down and 73 lb up at 2-11-10, 46 lb down and 73 lb up at 2-11-10, and 63 lb down and 78 lb up at 5-9-9, and 63 lb down and 78 lb up at 5-9-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 8=-36(F=-18, B=-18) 9=12(F=6, B=6) 10=-26(F=-13, B=-13) September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007606 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:53:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-jd6lY7bZXQ8Z2bg5GepRPUToJF3RTzYXlSM5AeyYnG2 Scale = 1:14.1 1 2 3 4 5 6 2x4 3x4 3x4 2x4 5-6-6 5-6-6 -1-8-8 1-8-8 5-6-6 5-6-6 0-4-31-7-131-4-50-3-81-7-132.83 12 Plate Offsets (X,Y)-- [2:0-4-7,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 2-4 2-4 2-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-4-9, 4=0-1-8 Max Horz 2=73(LC 4) Max Uplift 2=-178(LC 4), 4=-81(LC 4) Max Grav 2=343(LC 1), 4=187(LC 1) 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 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 at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 lb uplift at joint 2 and 81 lb uplift at joint 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14 lb down and 20 lb up at 2-9-8, and 14 lb down and 20 lb up at 2-9-8 on top chord, and 1 lb down and 17 lb up at 2-9-8, and 1 lb down and 17 lb up at 2-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 2-4=-20 September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss GE01 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007607 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:53:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-XnT0oBfK6GujmW7Fduwrfljq4g6IterQ7OpPMIyYnFy Scale = 1:72.9 1 2 3 4 5 6 7 8 910 11 12 13 14 15 16 17 18 19 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4 3x6 4x6 3x6 3x4 4x6 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-11-0 21-11-0 -1-2-8 1-2-8 8-2-2 8-2-2 13-8-14 5-6-12 21-11-0 8-2-2 1-5-811-0-01-5-811-0-014.00 12 Plate Offsets (X,Y)-- [8:0-0-0,0-1-12], [8:0-4-8,0-1-12], [9:0-1-12,0-0-0], [13:0-2-11,Edge], [29:0-0-0,0-1-12], [29:0-3-0,0-1-4], [30:0-1-12,0-0-0] 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-R 0.37 0.17 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.01 0.02 (loc) 1 1 20 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 185 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 13-26,12-27,11-28,10-30,9-31,7-32,14-25: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 13-26, 12-27, 11-28, 10-30, 9-31, 7-32, 14-25 REACTIONS.All bearings 21-11-0. (lb) - Max Horz 37=324(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 27, 28, 30, 31, 32, 35, 25, 22 except 37=-262(LC 6), 20=-252(LC 7), 33=-109(LC 10), 34=-104(LC 10), 36=-253(LC 7), 24=-102(LC 11), 23=-101(LC 11), 21=-238(LC 11) Max Grav All reactions 250 lb or less at joint(s) 26, 27, 28, 30, 32, 33, 34, 35, 25, 24, 23, 22 except 37=336(LC 18), 20=292(LC 8), 31=262(LC 11), 36=305(LC 8), 21=308(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-37=-259/203, 2-3=-254/258, 5-6=-252/316, 6-7=-338/420, 7-8=-366/449, 8-9=-271/338, 9-10=-271/338, 10-11=-271/338, 11-12=-271/338, 12-13=-272/339, 13-14=-377/466, 14-15=-319/397, 15-16=-239/301 WEBS 13-26=-269/177, 9-31=-282/184 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-1-2, Corner(3R) 4-1-2 to 16-4-14, Corner(3E) 16-4-14 to 21-9-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) 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, 30, 31, 32, 35, 25, 22 except (jt=lb) 37=262, 20=252, 33=109, 34=104, 36=253, 24=102, 23=101, 21=238. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss GE02 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007608 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:53:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-fHlwXdpU3FXtqWdlu7fvgVm3evYmQYKK6vSbK2yYnFl Scale = 1:71.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 4342 41 4039 38 37 36 35 34 33 3x8 3x6 3x6 3x4 3x6 5x6 5x6 3x6 39-4-0 39-4-0 13-6-13 13-6-13 32-3-3 18-8-5 39-4-0 7-0-13 0-9-1411-0-05-8-611-0-09.00 12 Plate Offsets (X,Y)-- [12:0-4-0,0-2-0], [27:0-4-0,0-2-0], [52:0-2-3,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.31 0.14 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 33 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 365 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 9-57,8-58,6-59,5-60,4-61,3-62,2-63,30-35,31-34: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 12-27. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 27-38, 26-39, 25-40, 24-41, 23-43, 22-44, 21-45, 19-46, 18-47, 17-48, 16-49, 15-50, 14-51, 13-53, 12-54, 11-55, 10-56, 28-37, 29-36 REACTIONS.All bearings 39-4-0. (lb) - Max Horz 64=346(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 33, 38, 39, 40, 41, 43, 44, 45, 46, 47, 48, 49, 50, 51, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 37, 36, 35, 34 except 64=-257(LC 8), 63=-212(LC 7) Max Grav All reactions 250 lb or less at joint(s) 33, 38, 39, 40, 41, 43, 44, 45, 46, 47, 48, 49, 50, 51, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 37, 36, 35, 34 except 64=361(LC 7), 63=256(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-64=-268/200, 1-2=-390/319, 2-3=-307/255, 3-4=-300/250, 4-5=-284/245, 5-6=-271/241, 6-8=-257/238, 10-11=-217/290, 11-12=-225/325, 12-13=-190/282, 13-14=-190/282, 14-15=-190/282, 15-16=-190/282, 16-17=-190/282, 17-18=-190/282, 18-19=-190/282, 19-21=-190/282, 21-22=-190/282, 22-23=-190/282, 23-24=-190/282, 24-25=-190/282, 25-26=-190/282, 26-27=-190/282, 27-28=-225/325, 28-29=-208/289 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 5-7-3, Exterior(2N) 5-7-3 to 8-3-3, Corner(3R) 8-3-3 to 18-11-3, Exterior(2N) 18-11-3 to 26-11-3, Corner(3R) 26-11-3 to 33-7-3, Corner(3E) 33-7-3 to 39-2-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 38, 39, 40, 41, 43, 44, 45, 46, 47, 48, 49, 50, 51, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 37, 36, 35, 34 except (jt=lb) 64=257, 63=212.Continued on page 2 September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss GE02 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007608 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:53:35 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-7UJJkzq6pZfkSfCxRrA8DiIEOJu?9?aTLZC9sUyYnFk NOTES- 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002865 Truss GE03 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007609 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:53:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-u0oKQiw7x0fbPupUvWK0YOdarXdh1cYfBp8a81yYnFc Scale = 1:83.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 353x8 3x6 3x4 3x6 3x4 5x6 5x6 3x4 29-0-0 29-0-0 41-7-0 12-7-0 12-2-13 12-2-13 29-0-0 16-9-3 33-7-3 4-7-3 41-7-0 7-11-13 0-9-1412-0-02-0-06-0-22-0-012-0-09.00 12 Plate Offsets (X,Y)-- [10:0-4-0,0-2-0], [28:0-4-0,0-2-0], [57:0-2-3,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.35 0.15 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.04 (loc) - - 35 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 398 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 8-62,7-63,6-64,5-65,4-66,3-67,2-68,32-37,33-36: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 10-28. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 24-46 WEBS 1 Row at midpt 28-41, 27-42, 26-43, 25-44, 23-47, 22-48, 21-49, 20-50, 19-51, 17-52, 16-53, 15-54, 14-55, 13-56, 12-58, 11-59, 10-60, 9-61, 29-40, 30-39, 31-38 REACTIONS.All bearings 41-7-0. (lb) - Max Horz 69=353(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 35, 41, 42, 43, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 40, 39, 38, 37, 36, 46 except 69=-263(LC 6), 45=-181(LC 9), 44=-152(LC 6), 68=-200(LC 7) Max Grav All reactions 250 lb or less at joint(s) 35, 45, 41, 42, 43, 44, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 40, 39, 38, 37, 36, 46 except 69=350(LC 9), 68=252(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-69=-261/205, 1-2=-368/311, 2-3=-307/263, 3-4=-303/269, 4-5=-287/264, 5-6=-274/261, 6-7=-260/257, 7-8=-246/276, 8-9=-234/326, 9-10=-251/363, 10-11=-209/312, 11-12=-209/312, 12-13=-209/312, 13-14=-209/312, 14-15=-209/312, 15-16=-209/312, 16-17=-209/312, 17-19=-209/312, 19-20=-209/312, 20-21=-209/312, 21-22=-209/312, 22-23=-209/312, 23-24=-209/312, 24-25=-211/314, 25-26=-211/314, 26-27=-211/314, 27-28=-211/314, 28-29=-250/364, 29-30=-233/330, 30-31=-203/278 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 5-7-3, Exterior(2N) 5-7-3 to 6-11-3, Corner(3R) 6-11-3 to 17-7-3, Exterior(2N) 17-7-3 to 28-3-3, Corner(3R) 28-3-3 to 36-3-3, Corner(3E) 36-3-3 to 41-5-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.Continued on page 2 September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss GE03 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007609 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:53:44 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-MCMid2xliKoS12OgTErF4bAlbxywm3ooPTt7gTyYnFb NOTES- 11) Bearing at joint(s) 46 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 35, 41, 42, 43, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 40, 39, 38, 37, 36, 46 except (jt=lb) 69=263, 45=181, 44=152, 68=200. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 69, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68. 14) 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. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002865 Truss GE04 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007610 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:53:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-jA9bgl?uWsQk7pGeGnRQnftd1yhBRK8XZkbuMgyYnFW Scale = 1:26.0 1 2 3 4 7652x4 2x4 2x4 2x4 2x4 2x4 2x4 5-7-3 5-7-3 0-0-44-2-69.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.08 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-7-3. (lb) - Max Horz 1=147(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-184/300 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 7. 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. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007611 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:53:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-fZHM5R182UgSN7Q0NCTut4z0GmNTvFTq124?QZyYnFU Scale: 1.5"=1' 1 2 3 42x4 2-0-7 2-0-7 -1-2-8 1-2-8 2-0-7 2-0-7 0-4-31-0-50-8-21-0-54.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=47(LC 6) Max Uplift 3=-19(LC 10), 2=-105(LC 6), 4=-6(LC 6) Max Grav 3=25(LC 1), 2=184(LC 1), 4=37(LC 3) 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed; porch 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) 3, 4 except (jt=lb) 2=105. 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. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007612 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:53:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-bxP6W72Pa5wAcRaPVdVMyV2MlZ3xN9y7UMZ5VSyYnFS Scale: 1.5"=1' 1 2 3 42x4 2-0-7 2-0-7 -1-2-8 1-2-8 2-0-7 2-0-7 0-4-31-0-50-8-21-0-54.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=47(LC 6) Max Uplift 3=-19(LC 10), 2=-105(LC 6), 4=-6(LC 6) Max Grav 3=25(LC 1), 2=184(LC 1), 4=37(LC 3) 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed; porch 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) 3, 4 except (jt=lb) 2=105. 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. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss J03 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007613 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:54:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-MUu8Cs8QiYx1ZfBxzIeEGBNfaolJEl1IKcVXn_yYnFK Scale = 1:23.2 1 2 3 7 6 4 53x4 3x6 4x6 2x4 0-8-1 0-8-1 1-4-0 0-7-15 2-1-15 0-9-15 -1-2-8 1-2-8 0-8-1 0-8-1 2-1-15 1-5-14 1-8-32-2-153-11-123-4-103-11-1210.00 12 14.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.19 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.01 (loc) 6 6 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* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 7=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 7=101(LC 10) Max Uplift 4=-58(LC 10), 5=-63(LC 10) Max Grav 7=188(LC 1), 4=55(LC 17), 5=61(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-219/650, 2-3=-106/453 WEBS 3-7=-827/138, 3-6=-126/332 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-2-8 to 0-8-1, Exterior(2R) 0-8-1 to 2-1-3 zone; 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 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. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss J04 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007614 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:54:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-FF7e1EBwlnRT2HViC8jAR1YK1P?ZAYbuFETkwlyYnFG Scale = 1:34.9 1 2 3 7 6 4 53x4 3x6 4x6 3x6 1-4-0 1-4-0 2-1-0 0-9-0 4-1-15 2-1-0 -1-2-8 1-2-8 0-8-1 0-8-1 4-1-15 3-5-14 1-8-32-2-156-3-120-7-25-8-106-3-1210.00 12 14.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.43 0.68 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 0.08 -0.09 (loc) 5-6 5-6 4 l/defl >530 >590 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 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* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-4 oc bracing. REACTIONS. (size) 7=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 7=194(LC 10) Max Uplift 4=-140(LC 10), 5=-54(LC 10) Max Grav 7=253(LC 1), 4=133(LC 17), 5=80(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-219/558, 2-3=-106/395 WEBS 3-7=-1016/186, 3-6=-225/554 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-2-8 to 0-8-1, Exterior(2R) 0-8-1 to 4-1-3 zone; 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=140. 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. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss J05 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007615 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:54:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-fqpngFEp2ip2vkDHtGGt3fArHc1GNvLKxChOX4yYnFD Scale = 1:34.9 1 2 3 7 6 4 53x4 3x6 4x6 3x6 1-4-0 1-4-0 2-1-0 0-9-0 4-1-15 2-1-0 -1-2-8 1-2-8 0-8-1 0-8-1 4-1-15 3-5-14 1-8-32-2-156-3-125-8-106-3-1210.00 12 14.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.43 0.68 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 0.08 -0.09 (loc) 5-6 5-6 4 l/defl >530 >590 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 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* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-4 oc bracing. REACTIONS. (size) 7=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 7=194(LC 10) Max Uplift 4=-140(LC 10), 5=-54(LC 10) Max Grav 7=253(LC 1), 4=133(LC 17), 5=80(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-219/558, 2-3=-106/395 WEBS 3-7=-1016/186, 3-6=-225/554 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-2-8 to 0-8-1, Exterior(2R) 0-8-1 to 4-1-3 zone; 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=140. 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. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss J06 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007616 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:54:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-4PUwIHGhLdBdmCysYPqagIoN2q9eaHWnd9w27PyYnFA Scale = 1:23.2 1 2 3 7 6 4 53x4 3x6 4x6 2x4 0-8-1 0-8-1 1-4-0 0-7-15 2-1-15 0-9-15 -1-2-8 1-2-8 0-8-1 0-8-1 2-1-15 1-5-14 1-8-32-2-153-11-123-4-103-11-1210.00 12 14.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.19 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.01 (loc) 6 6 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* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 7=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 7=101(LC 10) Max Uplift 4=-58(LC 10), 5=-63(LC 10) Max Grav 7=188(LC 1), 4=55(LC 17), 5=61(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-219/650, 2-3=-106/453 WEBS 3-7=-827/138, 3-6=-126/332 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-2-8 to 0-8-1, Exterior(2R) 0-8-1 to 2-1-3 zone; 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 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. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss M01 Truss Type Monopitch Qty 9 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007617 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:54:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-rxzxz0MiS4CUkQZP04zS?_7ib2rrSjzyTPsUPxyYnF2 Scale = 1:27.0 1 2 3 4 6 5 2x4 6x6 3x6 3x4 2x4 6-4-8 6-4-8 12-3-8 5-11-0 -1-2-8 1-2-8 6-4-8 6-4-8 12-3-8 5-11-0 0-4-34-5-64.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.48 0.43 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.10 -0.02 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-13 oc bracing. REACTIONS. (size) 5=0-3-8, 2=0-3-8 Max Horz 2=183(LC 6) Max Uplift 5=-235(LC 6), 2=-241(LC 6) Max Grav 5=477(LC 1), 2=567(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-893/729 BOT CHORD 2-6=-895/793, 5-6=-895/793 WEBS 3-6=-180/284, 3-5=-833/941 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-1-2, Exterior(2N) 4-1-2 to 6-10-10, Corner(3E) 6-10-10 to 12-2-4 zone; end vertical left exposed; porch 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) except (jt=lb) 5=235, 2=241. 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. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss M02 Truss Type MONOPITCH Qty 5 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007618 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:54:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-f5LCE3RT2wyeSL0YNL4sFFNfNTwhsZrqrLJocbyYnEy Scale = 1:50.9 1 2 3 4 6 5 4x10 3x6 3x6 3x6 4x6 3-0-12 3-0-12 6-1-8 3-0-12 -2-2-8 2-2-8 0-8-1 0-8-1 6-1-8 5-5-7 1-8-32-2-148-7-48-3-120-3-88-7-410.00 12 14.00 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 0.78 0.27 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 -0.00 -0.00 (loc) 5-6 5-6 5 5-6 l/defl >999 >757 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 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* 3-5,3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-9-8 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS. (size) 6=0-3-8, 5=0-1-8 Max Horz 6=310(LC 10) Max Uplift 5=-254(LC 10) Max Grav 6=403(LC 1), 5=280(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-362/167, 4-5=-230/428, 2-6=-232/387 BOT CHORD 5-6=-558/323 WEBS 3-5=-331/574, 3-6=-400/23 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -2-2-8 to 5-11-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 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 at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=254. 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. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss M03 Truss Type Monopitch Qty 9 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007619 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:54:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-CAIFbXdWHrzMNpFdJiMcud1YvwRbcs1BWqBeAfyYnEi Scale = 1:28.2 1 2 4 3 3x6 2x4 2x4 3x4 2-10-8 2-10-8 1-7-54-11-94-8-10-3-84-11-914.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.07 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 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* 1-3: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-3-8, 3=0-1-8 Max Horz 4=101(LC 10) Max Uplift 3=-151(LC 10) Max Grav 4=128(LC 19), 3=154(LC 17) 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 3 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 at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=151. 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. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss M04 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007620 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:54:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-nt9YXKoI_8kN2yJJ7ecuTactcZDzuA5Fk?aNgsyYnEU Scale = 1:27.5 1 2 4 3 3x6 2x4 2x4 4x6 3-11-5 3-11-5 3-11-5 3-11-5 1-7-54-10-54-6-130-3-84-10-59.90 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.41 0.06 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-3: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-3-8, 3=0-1-8 Max Horz 4=102(LC 10) Max Uplift 3=-119(LC 10) Max Grav 4=146(LC 1), 3=177(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-142/250 BOT CHORD 3-4=-300/129 WEBS 1-3=-137/319 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 3 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 at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=119. 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. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss M06 Truss Type Monopitch Qty 4 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007621 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:55:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-8qyRa1sQohMg8jCHwBC3AdJnnavmZSY_uHH8L3yYnEP Scale = 1:11.2 1 2 3 4 2x4 2x4 2x4 -1-2-8 1-2-8 4-0-0 4-0-0 0-4-31-8-31-4-110-3-81-8-34.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 2-4 2-4 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 4=0-1-8 Max Horz 2=66(LC 7) Max Uplift 2=-92(LC 6), 4=-28(LC 10) Max Grav 2=244(LC 1), 4=133(LC 1) 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; 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) Bearing at joint(s) 4 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 at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss PB01 Truss Type Piggyback Qty 6 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007622 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:55:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-YPdaC3uJ5clE0BwsbJlmnGxI0ny2mp2QaFWpyOyYnEM Scale = 1:22.2 1 2 3 4 5 6 4x6 2x4 2x4 2x4 5-6-12 5-6-12 2-9-6 2-9-6 5-6-12 2-9-6 0-5-103-1-70-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.05 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=4-6-8, 4=4-6-8, 6=4-6-8 Max Horz 2=80(LC 7) Max Uplift 2=-38(LC 11), 4=-34(LC 11) Max Grav 2=126(LC 1), 4=126(LC 1), 6=136(LC 3) 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; 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) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss PB02 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007623 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:55:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-z_Jir4xBOX7ptefRGSJTPuZo2?yDz93tGDkTZjyYnEJ Scale = 1:39.6 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 4x8 4x8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 18-8-5 18-8-5 18-8-5 18-8-5 0-4-106-1-126-4-10-1-80-4-100-1-86-1-129.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6], [5:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.15 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 8 8 7 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 59 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 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-4-0. (lb) - Max Horz 2=158(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 11 except 13=-184(LC 10), 9=-183(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 10, 7 except 13=494(LC 17), 9=493(LC 18), 11=258(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-311/228, 6-9=-309/227 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-3-7 to 5-7-0, Exterior(2E) 5-7-0 to 13-1-5, Corner(3) 13-1-5 to 18-4-15 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 2, 11 except (jt=lb) 13=184, 9=183. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss PB03 Truss Type Piggyback Qty 15 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007624 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:55:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-rlZDgS_iSldFLGzCVIOPZkkUIcJavyfSBrigiUyYnEF Scale = 1:43.5 1 2 3 4 5 6 7 11 10 9 812 13 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 3x4 18-8-5 18-8-5 9-4-3 9-4-3 18-8-5 9-4-3 0-4-106-10-100-1-80-4-100-1-89.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.18 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 0.01 0.00 -0.01 (loc) 7 7 6 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 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 10-0-0 oc bracing. REACTIONS.All bearings 17-4-0. (lb) - Max Horz 2=174(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2 except 11=-207(LC 10), 8=-207(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=332(LC 20), 11=555(LC 17), 8=554(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-343/323, 5-8=-342/323 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-7 to 5-4-3, Corner(3R) 5-4-3 to 13-4-3, Corner(3E) 13-4-3 to 18-4-15 zone; 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 11=207, 8=207. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss PB04 Truss Type Piggyback Qty 9 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007625 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:55:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-4UbdZX5LKWmzwe9xXh2WRec0oEO3W?enGkOfWTyYnE6 Scale = 1:49.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-4-5 21-4-5 10-8-3 10-8-3 21-4-5 10-8-3 0-4-107-10-100-1-80-4-100-1-89.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.16 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 -0.00 0.00 0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 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 10-0-0 oc bracing. REACTIONS.All bearings 20-0-0. (lb) - Max Horz 2=-199(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 8 except 14=-173(LC 10), 15=-130(LC 10), 11=-173(LC 11), 10=-130(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=372(LC 20), 14=470(LC 17), 15=336(LC 17), 11=470(LC 18), 10=335(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-296/244, 6-11=-296/244 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-7 to 5-7-0, Corner(3R) 5-7-0 to 15-9-5, Corner(3E) 15-9-5 to 21-0-15 zone; 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8 except (jt=lb) 14=173, 15=130, 11=173, 10=130. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss PB05 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007626 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:55:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-RSPWcE9U92OG1Q1uKEeh8hJsSF4ZBHyWP06QBgyYnE1 Scale = 1:44.4 1 2 3 4 5 6 7 8 13 12 11 10 9 4x8 4x8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-4-5 21-4-5 21-4-5 21-4-5 0-4-106-10-137-1-20-1-80-4-100-1-86-10-139.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6], [5:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.20 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 0.01 0.00 -0.01 (loc) 8 8 7 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 69 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 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-0-0. (lb) - Max Horz 2=-177(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 11 except 13=-212(LC 10), 9=-211(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 7 except 13=584(LC 17), 9=582(LC 18), 10=268(LC 19), 11=287(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-355/258, 6-9=-354/257 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-3-7 to 5-6-4, Exterior(2E) 5-6-4 to 15-9-5, Corner(3) 15-9-5 to 21-0-15 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 2, 11 except (jt=lb) 13=212, 9=211. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss PB06 Truss Type Piggyback Qty 7 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007627 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:55:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-NqWG1wAkgge_GjBHRfg9D6OGR2otfDtptKbWGZyYnE? Scale = 1:13.6 1 2 3 4 5 6 4x6 2x4 2x4 2x4 3-10-11 3-10-11 1-11-6 1-11-6 3-10-11 1-11-6 0-5-102-1-120-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.02 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 4 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=2-10-8, 4=2-10-8, 6=2-10-8 Max Horz 2=-54(LC 6) Max Uplift 2=-25(LC 11), 4=-25(LC 11) Max Grav 2=82(LC 1), 4=82(LC 1), 6=86(LC 3) 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; 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) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007628 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:55:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-C_uXIzFVGWO7_eeQovnZTNeI9TsM3wWiFG2rTCyYnDv Scale = 1:22.4 1 2 3 4 5 6 7 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-6-12 5-6-12 2-9-6 2-9-6 5-6-12 2-9-6 0-5-103-1-70-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [4:Edge,0-1-14], [6:0-2-10,0-1-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.02 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-6-8. (lb) - Max Horz 2=-80(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-104(LC 10), 8=-103(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; 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) 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) 2, 6 except (jt=lb) 10=104, 8=103. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007629 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:55:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-4l728LI0KkvZTGyC1lrWdDpz34D6?ktHAu02czyYnDr Scale = 1:32.9 1 2 3 4 567891011 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 4x8 4x8 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 18-8-5 18-8-5 5-6-1 5-6-1 13-2-4 7-8-3 18-8-5 5-6-1 0-4-103-9-124-0-10-1-80-4-100-1-83-9-129.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-6], [11:0-4-0,0-1-6], [22:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.04 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 14 14 14 14 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-4-0. (lb) - Max Horz 2=98(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 21, 22, 23, 24, 25, 26, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 2, 18, 19, 20, 21, 22, 23, 24, 25, 26, 17, 16, 14 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-3-7 to 5-6-1, Exterior(2E) 5-6-1 to 13-2-4, Corner(3) 13-2-4 to 18-4-15 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 20, 21, 22, 23, 24, 25, 26, 17, 16. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007630 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:55:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-RjwxB2M88HXrZ1q9qIRhKHWql5wFg??0JAjpHByYnDm Scale = 1:38.7 1 2 3 4 5 6789101112 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 4x8 4x8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-4-5 21-4-5 6-10-1 6-10-1 14-6-4 7-8-3 21-4-5 6-10-1 0-4-104-9-125-0-10-1-80-4-100-1-84-9-129.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-1-6], [12:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.05 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 16 16 16 16 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 94 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-0-0. (lb) - Max Horz 2=-124(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 22, 23, 24, 25, 26, 27, 28, 30, 31, 20, 19, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 21, 22, 23, 24, 25, 26, 27, 28, 30, 31, 20, 19, 18, 16 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 5-4-5, Exterior(2R) 5-4-5 to 16-0-0, Exterior(2E) 16-0-0 to 21-0-15 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 22, 23, 24, 25, 26, 27, 28, 30, 31, 20, 19, 18. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss T01 Truss Type Piggyback Base Qty 5 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007631 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:55:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-vvUJOONnvafiBBPLN0ywsU3vOV8TPIuAYpTNpdyYnDl Scale = 1:62.8 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 4x6 8x8 2x4 3x6 3x8 4x6 3x4 4x6 3x4 3x8 3x8 8-2-2 8-2-2 13-8-14 5-6-12 21-11-0 8-2-2 -1-2-8 1-2-8 3-6-0 3-6-0 8-2-2 4-8-2 13-8-14 5-6-12 18-5-0 4-8-2 21-11-0 3-6-0 1-5-811-0-01-5-811-0-014.00 12 Plate Offsets (X,Y)-- [3:0-2-5,0-2-1], [4:0-3-2,0-2-0], [5:0-2-11,Edge], [6:0-2-5,0-2-1] 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 0.44 0.54 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.26 0.02 0.02 (loc) 8-9 8-9 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 122 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* 4-11,5-11,5-9: 2x4 SPF No.2, 2-12,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (size) 12=0-3-8, 8=0-3-8 Max Horz 12=325(LC 7) Max Uplift 12=-85(LC 10), 8=-55(LC 11) Max Grav 12=1012(LC 2), 8=944(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-260/144, 3-4=-815/257, 4-5=-545/242, 5-6=-823/258, 6-7=-258/100, 2-12=-321/152 BOT CHORD 11-12=-221/646, 9-11=-63/511, 8-9=-20/504 WEBS 3-11=-205/254, 4-11=-78/342, 5-9=-99/386, 6-9=-208/255, 3-12=-737/58, 6-8=-728/95 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-2-8 to 4-1-2, Exterior(2E) 4-1-2 to 16-5-10, Corner(3) 16-5-10 to 21-9-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss T02 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007632 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:55:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-rIc4p4O1RCvQQUZkVR?Oyv8HJJsftD7T07yTuWyYnDj Scale = 1:65.0 1 2 3 4 56 13 12 11 10 98 7 2x4 3x8 6x6 8x8 5x6 6x10 2x4 8x8 3x6 3x4 4x8 3x6 3x8 2-0-1 2-0-1 8-2-2 6-2-1 12-0-14 3-10-11 17-9-3 5-8-6 20-3-0 2-5-13 2-5-13 2-5-13 8-2-2 5-8-6 12-0-14 3-10-11 17-9-3 5-8-6 20-3-0 2-5-13 4-2-611-0-02-2-62-0-09-0-014.00 12 14.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-8], [3:0-2-11,Edge], [4:0-2-11,Edge], [8:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.43 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 0.06 0.03 (loc) 11-12 11-12 7 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 110 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3,4-5: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-13,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 3-4, 5-6. BOT CHORD Rigid ceiling directly applied or 8-10-3 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS. (size) 13=0-3-8, 7=0-3-8 Max Horz 13=-309(LC 8) Max Uplift 13=-66(LC 10), 7=-67(LC 11) Max Grav 13=798(LC 1), 7=798(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-799/198, 1-2=-831/238, 2-3=-808/213, 3-4=-551/247, 4-5=-806/213, 5-6=-943/222, 6-7=-775/140 BOT CHORD 12-13=-389/413, 11-12=-438/1103, 9-11=-140/491, 8-9=-139/906 WEBS 1-12=-277/1116, 2-12=-675/189, 2-11=-647/314, 3-11=-29/319, 4-9=-48/305, 5-9=-554/227, 5-8=-646/212, 6-8=-235/1173 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 2-5-13, Exterior(2N) 2-5-13 to 2-10-9, Corner(3R) 2-10-9 to 17-4-7, Exterior(2N) 17-4-7 to 17-9-3, Corner(3E) 17-9-3 to 20-1-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 7. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss T03 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007633 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:55:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-ohkqEmQHzp98goj7cr1s1KDa?6XJL3FlTRRayOyYnDh Scale = 1:65.0 1 2 3 4 5 6 13 12 11 10 98 7 14 15 2x4 4x6 8x8 4x6 4x6 2x4 5x6 3x6 5x6 3x6 3x4 4x8 3x6 2-0-1 2-0-1 8-2-2 6-2-1 12-0-14 3-10-11 18-2-15 6-2-1 20-3-0 2-0-1 2-0-1 2-0-1 8-2-2 6-2-1 12-0-14 3-10-11 18-2-15 6-2-1 20-3-0 2-0-1 1-5-811-0-01-5-82-0-09-0-014.00 12 14.00 12 Plate Offsets (X,Y)-- [3:0-2-11,Edge], [4:0-3-2,0-2-0] 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 0.46 0.42 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.15 0.15 0.05 (loc) 11-12 11-12 7 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 99 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* 1-13,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS. (size) 13=0-3-8, 7=0-3-8 Max Horz 13=302(LC 9) Max Uplift 13=-62(LC 11), 7=-62(LC 10) Max Grav 13=798(LC 1), 7=798(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-860/208, 1-2=-1835/480, 2-3=-851/182, 3-4=-544/215, 4-5=-852/182, 5-6=-1628/230, 6-7=-766/69 BOT CHORD 12-13=-441/437, 11-12=-563/1363, 9-11=-141/516, 8-9=-170/1042 WEBS 1-12=-386/1325, 2-12=-385/813, 2-11=-877/503, 3-11=-60/313, 4-9=-65/316, 5-9=-696/369, 5-8=-2/522, 6-8=-199/1178 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 5-5-6, Exterior(2E) 5-5-6 to 14-9-10, Corner(3) 14-9-10 to 20-1-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 13, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 7. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss T04 Truss Type PIGGYBACK BASE Qty 7 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007634 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:55:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-k3rafSRXVQPsv6tVkG3K6lJuzw7Cp1h2wlwh1HyYnDf Scale = 1:76.3 1 2 3 4 56789 10 11 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 31 32 33 34 35 3x6 5x8 3x6 5x8 2x4 3x8 4x6 3x6 3x6 2x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 4x8 3x6 8-5-2 8-5-2 16-7-12 8-2-10 22-11-0 6-3-4 28-4-12 5-5-12 32-3-3 3-10-7 41-7-0 9-3-13 6-4-0 6-4-0 13-6-13 7-2-13 19-9-10 6-2-12 26-0-6 6-2-12 32-3-3 6-2-12 38-0-0 5-8-13 41-7-0 3-7-0 0-9-1411-0-04-0-211-0-09.00 12 Plate Offsets (X,Y)-- [1:0-5-8,Edge], [5:0-5-12,0-1-12], [9:0-6-0,0-2-0] 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-MS 0.62 0.78 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.55 0.02 0.06 (loc) 12-13 12-13 1 19-22 l/defl >467 >285 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 224 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,10-13,10-12: 2x3 SPF No.2, 11-12: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 6-17, 8-15, 9-15, 10-13 REACTIONS.All bearings Mechanical except (jt=length) 17=0-3-8, 15=0-3-8. (lb) - Max Horz 1=252(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 12 except 17=-163(LC 7), 15=-161(LC 6) Max Grav All reactions 250 lb or less at joint(s) except 1=736(LC 17), 17=1452(LC 25), 15=1126(LC 26), 12=610(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-765/141, 3-5=-717/256, 9-10=-321/138 BOT CHORD 1-19=-239/723 WEBS 3-19=-430/319, 5-19=-224/853, 5-17=-730/209, 6-17=-492/168, 8-15=-476/186, 9-15=-608/87, 9-13=-39/458, 10-12=-394/85 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-0-0 to 5-3-10, Exterior(2E) 5-3-10 to 36-1-10, Corner(3) 36-1-10 to 41-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12 except (jt=lb) 17=163, 15=161. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007635 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:55:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-gSzL47To12fa8P0urh5oBAOC6knYHwPLO3Po5AyYnDd Scale = 1:77.6 12 3 4 567 8 9 10 11 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 33 3x6 5x8 3x8 5x8 2x4 3x8 4x6 3x6 3x6 2x4 3x4 3x6 2x4 4x8 3x4 3x6 4x8 3x6 8-5-2 8-5-2 16-7-12 8-2-10 25-10-10 9-2-14 32-3-3 6-4-8 41-7-0 9-3-13 6-4-0 6-4-0 13-6-13 7-2-13 19-9-10 6-2-12 25-10-10 6-1-0 32-3-3 6-4-8 38-0-0 5-8-13 41-7-0 3-7-0 0-9-1411-0-04-0-211-0-09.00 12 Plate Offsets (X,Y)-- [1:0-5-8,Edge], [5:0-5-12,0-1-12], [9:0-6-0,0-2-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.65 0.91 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.58 0.02 0.06 (loc) 12-13 12-13 1 18-21 l/defl >851 >516 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 214 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,10-13,10-12: 2x3 SPF No.2, 11-12: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-16, 7-15, 9-15, 10-12 REACTIONS. (size) 1=Mechanical, 16=0-3-8, 12=Mechanical Max Horz 1=252(LC 7) Max Uplift 1=-70(LC 10), 16=-196(LC 7), 12=-89(LC 11) Max Grav 1=701(LC 17), 16=2111(LC 2), 12=1094(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-705/134, 3-5=-659/249, 6-7=-584/213, 7-9=-584/213, 9-10=-857/204 BOT CHORD 1-18=-240/678, 13-15=-18/614, 12-13=-63/480 WEBS 3-18=-435/319, 5-18=-229/834, 5-16=-748/214, 6-16=-1057/279, 6-15=-87/803, 7-15=-400/192, 9-13=-31/308, 10-13=-67/261, 10-12=-939/154 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-0-0 to 5-3-10, Exterior(2E) 5-3-10 to 36-1-10, Corner(3) 36-1-10 to 41-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12 except (jt=lb) 16=196. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007636 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:55:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-cq55UpU2ZfwIOjAGz68GGbTZlXWDllHerNuvA2yYnDb Scale = 1:77.6 1 2 3 4 5 6789 10 11 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 3x6 5x8 3x6 5x6 2x4 6x8 4x6 3x6 3x6 2x4 3x8 3x4 3x4 3x4 3x8 4x8 5x8 3x6 6-9-0 6-9-0 13-6-13 6-9-13 22-11-0 9-4-3 32-3-3 9-4-3 41-7-0 9-3-13 6-9-0 6-9-0 13-6-13 6-9-13 19-9-10 6-2-12 26-0-6 6-2-12 32-3-3 6-2-12 38-0-0 5-8-13 41-7-0 3-7-0 0-9-1411-0-04-0-211-0-09.00 12 Plate Offsets (X,Y)-- [5:0-5-12,0-1-12], [9:0-4-0,0-2-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.64 0.64 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.41 0.08 0.07 (loc) 12-13 12-13 12 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 214 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 1-16: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-18,3-17,10-13,10-12: 2x3 SPF No.2, 11-12: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-13 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-17, 6-17, 6-15, 7-13, 10-12 REACTIONS. (size) 1=Mechanical, 12=Mechanical Max Horz 1=252(LC 7) Max Uplift 1=-141(LC 10), 12=-96(LC 11) Max Grav 1=1901(LC 2), 12=1917(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2571/278, 3-5=-2190/315, 5-6=-1679/304, 6-7=-1872/309, 7-9=-1337/268, 9-10=-1754/274 BOT CHORD 1-18=-304/1991, 17-18=-304/1991, 15-17=-249/1868, 13-15=-206/1754, 12-13=-98/918 WEBS 3-18=0/259, 3-17=-534/267, 5-17=-62/940, 6-17=-467/239, 7-15=-20/460, 7-13=-884/244, 9-13=-44/730, 10-13=-103/634, 10-12=-1882/224 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-0-0 to 5-3-10, Exterior(2E) 5-3-10 to 36-1-10, Corner(3) 36-1-10 to 41-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 1=141. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss T07 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007637 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:55:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-zou_YWYBNBYaUU3EmfjRzfBLzYEJQ0ZN?fbfrGyYnDW Scale = 1:77.5 1 2 3 456 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 5x12 5x6 3x6 5x6 2x4 3x6 3x6 5x6 3x8 3x4 3x4 3x4 3x8 4x8 6x6 6x8 3x6 5-0-0 5-0-0 13-6-13 8-6-13 22-11-0 9-4-3 32-3-3 9-4-3 41-7-0 9-3-13 8-5-9 8-5-9 13-6-13 5-1-5 19-9-10 6-2-12 26-0-6 6-2-12 32-3-3 6-2-12 38-0-0 5-8-13 41-7-0 3-7-0 4-4-37-2-111-0-04-0-211-0-04.00 12 9.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-0], [3:0-4-0,0-2-0], [7:0-4-0,0-2-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.92 0.65 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.41 0.07 0.08 (loc) 10-11 10-11 10 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 219 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-17: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-16,2-15,8-11,1-16,8-10: 2x3 SPF No.2, 1-17,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-15 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 2-15, 4-15, 4-13, 6-11, 1-17, 8-10 REACTIONS. (size) 17=Mechanical, 10=0-3-8 Max Horz 17=185(LC 9) Max Uplift 17=-165(LC 6), 10=-115(LC 6) Max Grav 17=1882(LC 2), 10=1911(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1532/446, 2-3=-2152/809, 3-4=-1668/756, 4-6=-1861/778, 6-7=-1335/646, 7-8=-1749/668, 1-17=-1830/527 BOT CHORD 15-16=-570/1846, 13-15=-477/1858, 11-13=-439/1744, 10-11=-301/915 WEBS 2-16=-989/435, 2-15=-325/250, 3-15=-186/981, 4-15=-465/182, 6-13=-22/448, 6-11=-871/259, 7-11=-94/721, 8-11=-103/635, 1-16=-448/1784, 8-10=-1876/659 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 5-5-6, Exterior(2N) 5-5-6 to 8-5-9, Corner(3R) 8-5-9 to 18-10-7, Exterior(2N) 18-10-7 to 26-11-9, Corner(3R) 26-11-9 to 36-1-10, Corner(3E) 36-1-10 to 41-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=165, 10=115. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss T08 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007638 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-sZ8VNubhRQ20z5M??VoN8UL1r9WNMs5zwHZt_1yYnDS Scale = 1:80.1 1 2 34567 8 9 10 21 20 19 18 17 16 15 14 13 12 11 22 23 24 25 26 27 28 29 5x12 5x8 3x6 5x6 4x6 3x6 4x6 2x4 6x16 8x10 2x4 2x4 3x6 5x12 3x4 3x4 4x8 5x6 6x6 6x6 5x6 5-0-0 5-0-0 13-6-13 8-6-13 21-11-15 8-5-1 30-5-0 8-5-1 32-3-3 1-10-3 40-5-0 8-1-13 41-7-0 1-2-0 8-5-9 8-5-9 13-6-13 5-1-5 21-11-15 8-5-1 30-5-0 8-5-1 32-3-3 1-10-3 38-0-0 5-8-13 40-5-0 2-5-0 41-7-0 1-2-0 4-4-37-2-111-0-04-0-21-0-011-0-04.00 12 9.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-0], [3:0-5-12,0-1-12], [7:0-4-4,0-2-0], [10:0-3-0,0-1-12], [16: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 0.93 0.96 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.38 0.13 0.09 (loc) 19-20 19-20 11 17-19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 229 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2,3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 9-12: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-19,3-17,4-17,4-15: 2x4 SPF No.2, 1-21,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-2 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 6-15 WEBS 1 Row at midpt 2-19, 4-17, 4-15, 7-14, 8-13, 1-21, 2-20 REACTIONS. (size) 21=0-3-8, 11=0-3-8 Max Horz 21=186(LC 9) Max Uplift 21=-165(LC 6), 11=-116(LC 6) Max Grav 21=1851(LC 2), 11=1828(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1520/450, 2-3=-2098/810, 3-4=-1827/808, 4-6=-1533/743, 6-7=-1531/741, 7-8=-1817/715, 8-9=-625/183, 9-10=-634/194, 1-21=-1800/527, 10-11=-1839/510 BOT CHORD 19-20=-570/1807, 17-19=-423/1622, 16-17=-6/296, 6-15=-369/215, 14-15=-341/1378, 13-14=-357/1069 WEBS 2-19=-321/244, 3-19=-91/648, 3-17=-161/463, 4-17=-347/249, 15-17=-470/1543, 4-15=-502/134, 7-15=-317/830, 8-14=-106/472, 8-13=-1340/559, 1-20=-450/1760, 10-13=-377/1491, 2-20=-944/434 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 5-5-6, Exterior(2N) 5-5-6 to 8-5-9, Corner(3R) 8-5-9 to 18-10-7, Exterior(2N) 18-10-7 to 26-11-9, Corner(3R) 26-11-9 to 36-1-10, Corner(3E) 36-1-10 to 41-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=165, 11=116. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss T09 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007639 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-KmitbEcJCkAtbFxBYCJcgiuCRZv?5IY68xJQWTyYnDR Scale = 1:77.7 1 2 34567 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 28 5x12 5x8 3x6 6x8 2x4 2x4 3x6 3x6 5x8 2x4 4x6 6x6 3x4 3x4 4x8 3x6 3x8 6x6 5-0-0 5-0-0 13-6-13 8-6-13 19-11-6 6-4-8 28-9-12 8-10-6 32-3-3 3-5-7 41-7-0 9-3-13 8-5-9 8-5-9 13-6-13 5-1-5 19-11-6 6-4-8 26-0-6 6-1-0 32-3-3 6-2-12 38-0-0 5-8-13 41-7-0 3-7-0 4-4-37-2-111-0-04-0-211-0-04.00 12 9.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-0], [3:0-6-0,0-2-0], [7:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.94 0.81 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.47 0.02 0.04 (loc) 10-11 10-11 10 15 l/defl >527 >324 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 225 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 10-13: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-15,8-11,8-10,2-17,1-17: 2x3 SPF No.2, 1-18,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-15, 3-14, 4-14, 5-12, 7-12, 8-11 REACTIONS. (size) 18=0-3-8, 12=0-3-8, 10=0-3-8 Max Horz 18=185(LC 9) Max Uplift 18=-113(LC 10), 12=-210(LC 6), 10=-60(LC 11) Max Grav 18=1190(LC 25), 12=2251(LC 2), 10=401(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-934/244, 2-3=-1052/453, 3-4=-601/380, 4-5=-600/380, 5-7=-37/328, 1-18=-1147/298 BOT CHORD 15-17=-293/1005, 14-15=-148/798 WEBS 2-15=-381/263, 3-15=-122/625, 3-14=-388/177, 4-14=-398/217, 5-14=-317/1094, 5-12=-1317/506, 7-12=-747/338, 7-11=-82/427, 2-17=-444/253, 1-17=-196/1036 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 5-5-6, Exterior(2N) 5-5-6 to 8-5-9, Corner(3R) 8-5-9 to 18-10-7, Exterior(2N) 18-10-7 to 26-11-9, Corner(3R) 26-11-9 to 36-1-10, Corner(3E) 36-1-10 to 41-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 18=113, 12=210. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007640 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-oyFFoadyz1IkCPWO6wqrDvQN7zIuqnNGNb2_3vyYnDQ Scale = 1:77.5 1 2 3 45678 9 10 18 17 16 15 14 13 12 11 23 24 25 26 27 28 4x8 4x6 5x8 3x8 5x8 2x4 3x6 2x4 2x4 3x6 2x4 3x8 2x4 4x8 8x16 3x8 3x4 4x6 6-2-11 6-2-11 12-2-13 6-0-3 20-8-11 8-5-13 28-11-8 8-2-13 29-0-0 0-0-8 33-7-3 4-7-3 41-7-0 7-11-13 6-2-11 6-2-11 12-2-13 6-0-3 20-8-11 8-5-13 29-0-0 8-3-5 33-7-3 4-7-3 39-0-0 5-4-13 41-7-0 2-7-0 0-9-1410-0-012-0-06-0-22-0-012-0-09.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-6-0,0-2-0], [8:0-6-0,0-2-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.95 0.64 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.33 0.04 0.03 (loc) 11-12 11-12 14 18-21 l/defl >716 >453 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 218 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-17,8-14,8-12: 2x4 SPF No.2, 5-14: 2x4 SPF 2100F 1.8E 10-11: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-3 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13,11-12. 1 Row at midpt 7-14 WEBS 1 Row at midpt 5-14, 8-14, 9-12 REACTIONS. (size) 1=0-3-8, 14=0-3-8, 11=Mechanical Max Horz 1=234(LC 10) Max Uplift 1=-111(LC 10), 14=-250(LC 7), 11=-78(LC 11) Max Grav 1=1146(LC 25), 14=2358(LC 2), 11=323(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1453/189, 3-4=-1114/223, 4-5=-820/224, 5-7=-30/428, 7-8=-31/433 BOT CHORD 1-18=-258/1185, 17-18=-258/1185, 15-17=-137/616, 14-15=-137/616, 7-14=-415/199 WEBS 3-17=-482/239, 4-17=-0/323, 5-17=-104/403, 5-15=0/528, 5-14=-1516/229, 8-14=-782/72, 8-12=-48/460 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-0-0 to 5-3-10, Exterior(2E) 5-3-10 to 36-1-10, Corner(3) 36-1-10 to 41-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 1=111, 14=250. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss T11 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007641 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-kKN0DGeCVfYRSjgmELtJIKWmpnzMIeiYruX57oyYnDO Scale = 1:81.5 1 2 3 4567 89 10 11 22 21 20 19 1817 16 15 14 13 12 27 28 29 30 4x8 4x6 5x8 3x8 5x8 2x4 3x6 2x4 4x6 2x4 3x6 4x6 2x4 3x6 2x4 3x8 8x10 8x10 8x16 3x8 3x4 4x6 6-2-11 6-2-11 12-2-13 6-0-3 19-2-8 6-11-11 20-8-8 1-6-0 28-11-8 8-3-0 29-0-0 0-0-8 33-7-3 4-7-3 41-7-0 7-11-13 6-2-11 6-2-11 12-2-13 6-0-3 19-2-8 6-11-11 20-8-8 1-6-0 29-0-0 8-3-8 33-7-3 4-7-3 39-0-0 5-4-13 41-7-0 2-7-0 0-9-1410-0-012-0-06-0-22-0-012-0-09.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-6-0,0-2-0], [9:0-6-0,0-2-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.68 0.64 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.33 0.05 0.04 (loc) 12-13 12-13 15 19 l/defl >717 >453 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 236 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-19,6-16: 2x3 SPF No.2, 15-16: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-17,9-15,9-13: 2x4 SPF No.2, 11-12: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14,12-13. 1 Row at midpt 6-17, 8-15 WEBS 1 Row at midpt 4-18, 15-17, 9-15, 10-13 REACTIONS. (size) 1=0-3-8, 15=0-3-8, 12=Mechanical Max Horz 1=234(LC 10) Max Uplift 1=-109(LC 10), 15=-293(LC 7), 12=-85(LC 11) Max Grav 1=1090(LC 25), 15=2287(LC 2), 12=322(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1371/185, 3-4=-1022/218, 4-5=-721/209, 5-6=-585/200, 6-8=-586/202, 8-9=-68/465, 9-10=-115/256 BOT CHORD 1-22=-256/1128, 20-22=-256/1128, 5-18=-32/502, 17-18=-161/711, 6-17=-341/151, 8-15=-1311/389 WEBS 3-20=-494/240, 4-20=-38/341, 18-20=-152/752, 5-17=-632/105, 15-17=-463/79, 8-17=-261/1351, 9-15=-813/81, 9-13=-55/473 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-0-0 to 5-3-10, Exterior(2E) 5-3-10 to 36-1-10, Corner(3) 36-1-10 to 41-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 1=109, 15=293. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss T12 Truss Type PIGGYBACK BASE Qty 7 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007642 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-gjVmexgS0Gp9h0p9LmvnNlb3maf4md8rIC0BCgyYnDM Scale = 1:77.1 1 2 3 4 5 6 78 9 10 18 17 16 15 14 13 12 11 23 24 25 26 27 28 29 3x6 4x6 5x8 3x8 5x8 2x4 3x6 3x4 2x4 3x6 2x4 3x8 3x8 2x4 6x16 3x8 3x4 4x6 6-2-11 6-2-11 14-5-12 8-3-1 20-7-7 6-1-11 28-11-8 8-4-1 29-0-0 0-0-8 33-7-3 4-7-3 41-7-0 7-11-13 6-2-11 6-2-11 12-2-13 6-0-3 20-7-7 8-4-9 29-0-0 8-4-9 33-7-3 4-7-3 39-0-0 5-4-13 41-7-0 2-7-0 0-9-1410-0-012-0-06-0-22-0-012-0-09.00 12 Plate Offsets (X,Y)-- [4:0-4-8,0-1-12], [8:0-6-0,0-2-0] 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-MS 0.84 0.62 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.37 -0.02 0.05 (loc) 14-15 14-15 1 18-21 l/defl >783 >481 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 218 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* 5-16,5-14,8-14,8-12: 2x4 SPF No.2, 10-11: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (9-2-13 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. 1 Row at midpt 7-14 WEBS 1 Row at midpt 3-16, 4-16, 5-16, 5-14, 8-14, 9-12 REACTIONS.All bearings 0-3-8 except (jt=length) 11=Mechanical. (lb) - Max Horz 1=234(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 16, 11 except 1=-103(LC 10), 14=-210(LC 6) Max Grav All reactions 250 lb or less at joint(s) except 1=595(LC 17), 16=1433(LC 25), 14=1270(LC 26), 11=543(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-621/171, 8-9=-265/147 BOT CHORD 1-18=-243/570, 16-18=-243/570, 15-16=-120/252, 14-15=-120/252, 7-14=-419/202 WEBS 3-18=0/357, 3-16=-650/232, 4-16=-391/99, 5-16=-643/126, 5-15=0/449, 5-14=-414/159, 8-14=-420/83, 8-12=-59/281, 9-11=-380/115 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-0-0 to 5-3-10, Exterior(2E) 5-3-10 to 36-1-10, Corner(3) 36-1-10 to 41-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 11 except (jt=lb) 1=103, 14=210. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss T14 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007643 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-8v38rHh4nax0JAOLvTQ0wz8JG_2OV?B?Xsmlk7yYnDL Scale = 1:23.0 1 2 3 4 6 5 78 5x12 3x6 3x6 3x6 2x4 6-0-0 6-0-0 12-3-8 6-3-8 -1-2-8 1-2-8 6-0-0 6-0-0 12-3-8 6-3-8 0-4-32-2-102-4-32-2-104.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-1-11], [4: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.42 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 0.02 0.08 (loc) 5-6 5-6 5 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-2-13 oc bracing. REACTIONS. (size) 5=0-3-8, 2=0-3-8 Max Horz 2=96(LC 6) Max Uplift 5=-213(LC 6), 2=-263(LC 6) Max Grav 5=477(LC 1), 2=567(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-915/828 BOT CHORD 2-6=-837/815, 5-6=-829/807 WEBS 3-6=-164/282, 3-5=-787/809 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-2-8 to 4-1-2, Exterior(2E) 4-1-2 to 6-10-10, Corner(3) 6-10-10 to 12-2-4 zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=213, 2=263. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss T15 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007644 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-d6dX3dhiYt3twKzYTBxFSAgNEOMLEZt8lWVIGZyYnDK Scale = 1:23.0 1 2 34 6 5 7 5x12 2x4 6x6 3x6 2x4 8-0-0 8-0-0 12-3-8 4-3-8 -1-2-8 1-2-8 8-0-0 8-0-0 12-3-8 4-3-8 0-4-32-10-103-0-32-10-104.00 12 Plate Offsets (X,Y)-- [2:0-0-12,Edge], [3:0-6-0,0-1-11] 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 0.97 0.57 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.24 0.01 (loc) 2-6 2-6 5 l/defl >695 >596 n/a L/d 240 240 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-7-9 oc bracing. REACTIONS. (size) 5=0-3-8, 2=0-3-8 Max Horz 2=122(LC 6) Max Uplift 5=-218(LC 6), 2=-258(LC 6) Max Grav 5=477(LC 1), 2=567(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-712/586 BOT CHORD 2-6=-627/604, 5-6=-620/597 WEBS 3-6=-196/311, 3-5=-700/728 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-2-8 to 4-1-2, Exterior(2E) 4-1-2 to 8-0-0, Corner(3) 8-0-0 to 12-2-4 zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=218, 2=258. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss T16 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007645 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-ZUkHUJjz4VJbAe7wab_jYbmtNB31iUDRDq_PLSyYnDI Scale = 1:24.4 1 2 3 4 5 7 6 8 9 5x12 2x4 6x6 3x6 3x4 2x4 6-5-0 6-5-0 12-3-8 5-10-8 -1-2-8 1-2-8 5-4-8 5-4-8 10-0-0 4-7-8 12-3-8 2-3-8 0-4-33-6-103-8-33-6-104.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-1-11] 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 0.35 0.43 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.09 0.01 (loc) 2-7 2-7 6 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-12 oc bracing. REACTIONS. (size) 6=0-3-8, 2=0-3-8 Max Horz 2=149(LC 6) Max Uplift 6=-225(LC 6), 2=-252(LC 6) Max Grav 6=477(LC 1), 2=567(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-940/777, 3-4=-769/721 BOT CHORD 2-7=-888/843, 6-7=-265/257 WEBS 3-7=-299/321, 4-7=-618/584, 4-6=-456/472 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-2-8 to 4-1-2, Exterior(2E) 4-1-2 to 10-0-0, Corner(3) 10-0-0 to 12-2-4 zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=225, 2=252. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss T17 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007646 8.240 s Apr 4 2020 MiTek Industries, Inc. Tue Sep 29 15:44:52 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-wIqW26a8nAaP1B79?p1M1KYg8D1J2zt2M2EzPfyYjsv Scale = 1:26.3 1 2 3 4 6 5 78 3x6 6x6 3x6 3x4 2x4 6-4-8 6-4-8 12-3-8 5-11-0 -1-2-8 1-2-8 6-4-8 6-4-8 12-0-0 5-7-8 12-3-8 0-3-8 0-4-34-3-84-2-104.00 12 Plate Offsets (X,Y)-- [4:0-3-0,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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.42 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.10 0.01 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 43 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: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-2-2 oc bracing. REACTIONS.(lb/size) 5=472/0-3-8, 2=563/0-3-8 Max Horz 2=181(LC 6) Max Uplift 5=-232(LC 6), 2=-240(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-871/675 BOT CHORD 2-7=-836/770, 6-7=-836/770, 6-8=-836/770, 5-8=-836/770 WEBS 3-6=-161/275, 3-5=-799/866 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-2-8 to 4-1-2, Exterior(2E) 4-1-2 to 6-9-2, Corner(3) 6-9-2 to 12-0-12 zone; end vertical left exposed; porch 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 232 lb uplift at joint 5 and 240 lb uplift at joint 2. 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. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss T18 Truss Type Hip Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007647 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-RG_oJgmT8jp1eFRhpR2fiRwR9pP7eFI18SycUDyYnDE Scale = 1:53.6 1 2 3 4 5 6 11 10 9 8 7 12 13 14 2x4 6x6 6x6 2x4 3x6 3x8 3x6 3x4 3x6 3x6 3x6 6-10-8 6-10-8 14-4-8 7-6-0 21-3-0 6-10-8 3-0-0 3-0-0 6-10-8 3-10-8 14-4-8 7-6-0 18-3-0 3-10-8 21-3-0 3-0-0 1-7-59-5-49-7-91-7-59-5-414.00 12 Plate Offsets (X,Y)-- [3:0-3-15,0-3-0], [4:0-3-15,0-3-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.88 0.55 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.18 0.02 0.01 (loc) 8-10 8-10 7 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 105 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* 4-10: 2x4 SPF No.2, 1-11,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-13 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS. (size) 11=0-3-8, 7=0-3-8 Max Horz 11=-261(LC 6) Max Uplift 11=-51(LC 10), 7=-51(LC 11) Max Grav 11=919(LC 2), 7=930(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-818/244, 3-4=-536/225, 4-5=-830/244 BOT CHORD 10-11=-207/589, 8-10=-69/503, 7-8=-19/474 WEBS 3-10=-44/306, 4-8=-69/368, 2-11=-796/65, 5-7=-810/66 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 5-5-6, Exterior(2E) 5-5-6 to 15-9-10, Corner(3) 15-9-10 to 21-1-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss T19 Truss Type Hip Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007648 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-Oe6YkMokgL3kuZa4xs47ns0ulc7U6AKKbmRjY5yYnDC Scale = 1:43.5 1 234 5 11 10 9 876 12 6x8 6x6 6x6 6x8 2x4 3x6 3x4 3x8 2x4 3x4 2x4 4-10-8 4-10-8 10-7-8 5-9-0 16-4-8 5-9-0 21-3-0 4-10-8 4-10-8 4-10-8 10-7-8 5-9-0 16-4-8 5-9-0 21-3-0 4-10-8 1-7-57-1-47-3-91-7-57-1-414.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-3-15,0-3-0], [4:0-3-15,0-3-0], [5:Edge,0-1-5] 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 0.42 0.36 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 0.01 0.02 (loc) 7-8 7-8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 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* 1-11,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 11=0-3-8, 6=0-3-8 Max Horz 11=-199(LC 8) Max Uplift 11=-41(LC 10), 6=-41(LC 11) Max Grav 11=928(LC 2), 6=929(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-888/166, 2-3=-761/218, 3-4=-761/218, 4-5=-888/166, 1-11=-863/143, 5-6=-864/143 BOT CHORD 8-10=-155/533, 7-8=-74/524 WEBS 2-8=-139/394, 3-8=-406/190, 4-8=-140/393, 1-10=-89/507, 5-7=-90/508 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 4-10-8, Exterior(2E) 4-10-8 to 16-4-8, Corner(3) 16-4-8 to 21-1-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss T20 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007649 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-K1DI92p_CyJS7skT2H7bsH5EWQn0a7pc34wqd_yYnDA Scale = 1:61.6 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 18 17 4x6 5x12 6x6 4x6 3x6 4x8 2x4 5x12 2x4 2x4 4x6 2x4 4x6 8-1-8 8-1-8 12-1-8 4-0-0 20-3-0 8-1-8 -1-2-8 1-2-8 0-8-1 0-8-1 3-6-0 2-9-15 8-1-8 4-7-8 12-1-8 4-0-0 16-9-0 4-7-8 19-6-15 2-9-15 20-3-0 0-8-1 21-5-8 1-2-8 1-8-32-2-1510-8-1510-11-41-8-310-8-1510.00 12 14.00 12 Plate Offsets (X,Y)-- [6:0-4-0,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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.49 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.24 0.01 0.01 (loc) 11-12 11-12 11 14 l/defl >999 >998 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 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* 5-14,5-12,6-12: 2x4 SPF No.2, 2-15,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. (size) 11=0-3-8, 15=0-3-8 Max Horz 15=325(LC 9) Max Uplift 11=-82(LC 11), 15=-82(LC 10) Max Grav 11=931(LC 2), 15=933(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-806/273, 4-5=-729/350, 5-6=-414/316, 6-7=-725/344, 7-8=-803/274, 2-15=-329/272, 9-11=-326/274 BOT CHORD 14-15=-237/430, 12-14=-99/514 WEBS 3-14=-25/306, 4-14=-233/300, 5-14=-140/344, 6-12=-123/318, 7-12=-231/258, 3-15=-563/79, 8-12=-36/306, 8-11=-556/79 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 5-11-11, Corner(3R) 5-11-11 to 17-5-2, Exterior(2N) 17-5-2 to 19-6-15, Corner(3E) 19-6-15 to 21-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 15. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss T21 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007650 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-kcvRn4ssUti1_KT1jPgIUwjkhdpenUF3l29UEJyYnD7 Scale = 1:61.7 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 18 17 4x6 8x8 4x6 4x6 3x6 4x8 2x4 5x12 2x4 2x4 4x6 2x4 4x6 8-2-2 8-2-2 12-0-14 3-10-11 20-3-0 8-2-2 -1-2-8 1-2-8 0-8-1 0-8-1 3-6-0 2-9-15 8-2-2 4-8-2 12-0-14 3-10-11 16-9-0 4-8-2 19-6-15 2-9-15 20-3-0 0-8-1 21-5-8 1-2-8 1-8-32-2-1511-0-01-8-311-0-010.00 12 14.00 12 Plate Offsets (X,Y)-- [5:0-2-11,Edge], [6:0-3-2,0-2-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.49 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.25 0.01 0.01 (loc) 11-12 11-12 11 14 l/defl >999 >975 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 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* 5-14,5-12,6-12: 2x4 SPF No.2, 2-15,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. (size) 11=0-3-8, 15=0-3-8 Max Horz 15=-329(LC 8) Max Uplift 11=-81(LC 11), 15=-81(LC 10) Max Grav 11=931(LC 2), 15=933(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-805/274, 4-5=-729/352, 5-6=-410/318, 6-7=-726/346, 7-8=-803/275, 2-15=-332/275, 9-11=-329/276 BOT CHORD 14-15=-240/433, 12-14=-99/511 WEBS 3-14=-29/307, 4-14=-241/309, 5-14=-145/348, 6-12=-128/324, 7-12=-240/266, 3-15=-563/80, 8-11=-556/80, 8-12=-39/307 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 5-11-11, Corner(3R) 5-11-11 to 17-4-7, Exterior(2N) 17-4-7 to 19-6-15, Corner(3E) 19-6-15 to 21-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 15. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 28 Laura Vista Job Reference (optional) I43007651 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-9BbaQ5ulno4crnCcPYE?6YLEYrtq_hEVR0N8qeyYnD4 Scale = 1:62.6 1 2 3 4 5 6 7 14 13 12 11 10 9 815 16 17 18 19 20 21 22 8x8 5x6 7x16 MT18HS 4x6 6x8 3x6 5x6 8x8 10x10 3x12 10x10 6x8 4-2-13 4-2-13 8-2-2 3-11-5 13-8-14 5-6-12 17-8-3 3-11-5 21-11-0 4-2-13 -1-2-8 1-2-8 4-2-13 4-2-13 8-2-2 3-11-5 13-8-14 5-6-12 17-8-3 3-11-5 21-11-0 4-2-13 1-5-811-0-01-5-811-0-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [4:0-2-11,Edge], [5:0-2-11,Edge], [7:1-2-8,0-3-4], [8:0-0-0,0-1-12], [9:0-3-8,0-5-0], [11:0-3-8,0-5-8] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.27 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 0.01 0.04 (loc) 10-11 10-11 8 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 349 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-11,4-10,5-10,2-14,7-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 14=0-3-8, 8=0-3-8 Max Horz 14=319(LC 5) Max Uplift 14=-513(LC 8), 8=-619(LC 9) Max Grav 14=4560(LC 2), 8=6338(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4307/515, 3-4=-3820/559, 4-5=-2648/451, 5-6=-4092/584, 6-7=-5394/583, 2-14=-4058/478, 7-8=-4960/513 BOT CHORD 13-14=-342/473, 11-13=-450/2741, 10-11=-360/2462, 9-10=-318/3454, 8-9=-92/431 WEBS 3-13=-90/646, 3-11=-622/284, 4-11=-374/2257, 4-10=-150/454, 5-10=-385/2815, 6-10=-1487/346, 6-9=-182/2030, 2-13=-258/2562, 7-9=-298/3131 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 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=513, 8=619. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 28 Laura Vista Job Reference (optional) I43007651 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:26 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-dN8ydRvNY6CTTxmpyFlEfmtPIED3j8Tegg7iN4yYnD3 NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 662 lb down and 91 lb up at 2-0-12, 662 lb down and 91 lb up at 4-0-12, 662 lb down and 91 lb up at 6-0-12, 657 lb down and 91 lb up at 8-0-12, 647 lb down and 91 lb up at 10-0-12, 658 lb down and 91 lb up at 12-0-12, 662 lb down and 91 lb up at 14-0-12, 623 lb down and 90 lb up at 16-0-12, and 1866 lb down and 161 lb up at 18-0-12, and 1847 lb down and 185 lb up at 20-0-12 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, 2-4=-60, 4-5=-60, 5-7=-60, 8-14=-20 Concentrated Loads (lb) Vert: 12=-591(F) 13=-591(F) 11=-591(F) 15=-591(F) 16=-591(F) 18=-591(F) 19=-591(F) 20=-558(F) 21=-1638(F) 22=-1632(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss TG02 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 28 Laura Vista Job Reference (optional) I43007652 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-ZmGi27wd4jSBiFwB4gnikBzj72qNB3Xx7_coRzyYnD1 Scale = 1:65.0 12 3 4 5 67 15 14 13 12 11 10 9 8 16 17 18 19 3x6 5x8 5x12 8x8 5x6 6x6 3x4 12x12 4x6 6x6 10x10 3x8 4x10 10x10 6x8 2-0-1 2-0-1 3-8-14 1-8-13 8-2-2 4-5-4 12-0-14 3-10-11 16-6-2 4-5-4 20-3-0 3-8-14 2-0-1 2-0-1 3-8-14 1-8-13 8-2-2 4-5-4 12-0-14 3-10-11 16-6-2 4-5-4 20-3-0 3-8-14 5-7-911-0-03-7-92-0-09-0-014.00 12 14.00 12 Plate Offsets (X,Y)-- [3:0-5-8,Edge], [4:0-2-11,Edge], [5:0-2-11,Edge], [9:0-3-8,0-5-0], [12:0-3-8,0-1-8], [13:0-3-8,0-5-0], [14:0-6-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.60 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.14 0.08 0.05 (loc) 12-13 12-13 8 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 310 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4,5-6: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 14-15: 2x8 SP 2400F 2.0E, 8-11: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-14,4-12,4-10,5-10,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-4 max.): 1-3, 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. REACTIONS. (size) 15=0-3-8, 8=0-3-8 Max Horz 15=-314(LC 6) Max Uplift 15=-403(LC 8), 8=-448(LC 9) Max Grav 15=3537(LC 2), 8=4834(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-3376/495, 1-2=-1932/322, 2-3=-3473/421, 3-4=-3475/441, 4-5=-2392/368, 5-6=-3695/448, 6-7=-4339/415, 7-8=-4155/422 BOT CHORD 14-15=-443/384, 13-14=-524/2067, 12-13=-609/3390, 10-12=-359/2244, 9-10=-446/4406 WEBS 1-14=-542/3881, 2-14=-2816/344, 2-13=-336/2998, 3-13=-1845/257, 3-12=-1448/312, 4-12=-260/2055, 4-10=-144/423, 5-10=-286/2551, 6-10=-2521/304, 6-9=-1487/257, 7-9=-558/5891 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 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) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=403, 8=448. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss TG02 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 28 Laura Vista Job Reference (optional) I43007652 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:28 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-ZmGi27wd4jSBiFwB4gnikBzj72qNB3Xx7_coRzyYnD1 NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 572 lb down and 76 lb up at 2-0-1, 572 lb down and 76 lb up at 4-0-12, 572 lb down and 76 lb up at 6-0-12, 572 lb down and 76 lb up at 8-0-12, 572 lb down and 76 lb up at 10-0-12, 572 lb down and 76 lb up at 12-0-12, 572 lb down and 76 lb up at 14-0-12, and 1074 lb down and 109 lb up at 16-0-12, and 1897 lb down and 116 lb up at 18-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 14-15=-20, 8-14=-20 Concentrated Loads (lb) Vert: 14=-484(B) 11=-484(B) 13=-484(B) 12=-484(B) 10=-484(B) 16=-484(B) 17=-484(B) 18=-927(B) 19=-1638(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007653 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-V8OTTpytcKiuyZ4aB5pApc2zdsQJf0UEaH5vWryYnD? Scale = 1:23.7 1 2 3 4 6 5 789 5x12 5x16 MT18HS 3x6 2x4 4-0-0 4-0-0 12-3-8 8-3-8 -1-2-8 1-2-8 4-0-0 4-0-0 12-3-8 8-3-8 0-4-31-6-101-8-31-6-104.00 12 Plate Offsets (X,Y)-- [2:0-3-11,0-1-8], [3:0-6-0,0-1-11], [4:0-4-4,0-2-0], [4:0-0-0,0-1-12] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.99 0.95 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.26 0.03 0.16 (loc) 5-6 5-6 5 5-6 l/defl >999 >555 n/a >902 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 49 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-5 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 8-1-5 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS. (size) 5=0-3-8, 2=0-3-8 Max Horz 2=70(LC 4) Max Uplift 5=-281(LC 4), 2=-357(LC 4) Max Grav 5=784(LC 1), 2=870(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2371/818, 3-4=-402/148, 4-5=-258/119 BOT CHORD 2-6=-802/2241, 5-6=-783/2170 WEBS 3-6=-161/575, 3-5=-1787/641 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=281, 2=357. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 272 lb down and 165 lb up at 4-0-0, 113 lb down and 48 lb up at 6-0-12, and 113 lb down and 48 lb up at 8-0-12, and 113 lb down and 48 lb up at 10-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Continued on page 2 September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007653 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:30 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-V8OTTpytcKiuyZ4aB5pApc2zdsQJf0UEaH5vWryYnD? LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-272 7=-113 8=-113 9=-113 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002865 Truss TG04 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 28 Laura Vista Job Reference (optional) I43007654 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-SXWDuUz88yycBsEzJWseu17Oaf5J7z6X2ba0ZkyYnCz Scale = 1:65.3 1 2 3 4 5 6 11 10 9 8 712 13 14 15 16 17 18 19 20 21 2x4 6x6 6x6 2x4 4x6 6x8 4x6 3x6 4x6 8x14 MT18HS 5x10 MT18HS 8-9-0 8-9-0 12-6-0 3-9-0 21-3-0 8-9-0 3-6-0 3-6-0 8-9-0 5-3-0 12-6-0 3-9-0 17-9-0 5-3-0 21-3-0 3-6-0 1-7-511-7-811-9-131-7-511-7-814.00 12 Plate Offsets (X,Y)-- [3:0-3-15,0-3-0], [4:0-3-15,0-3-0], [7:Edge,0-2-4], [10:0-4-0,0-4-8] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.98 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.28 0.02 0.11 (loc) 10-11 10-11 7 10-11 l/defl >999 >904 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 277 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-10,5-8,2-11,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 11=0-3-8, 7=0-3-8 Max Horz 11=-316(LC 4) Max Uplift 11=-463(LC 9), 7=-511(LC 8) Max Grav 11=3063(LC 2), 7=2663(LC 42) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-888/176, 2-3=-2487/527, 3-4=-1540/421, 4-5=-2333/535, 5-6=-704/198, 1-11=-713/141, 6-7=-577/158 BOT CHORD 10-11=-408/1606, 8-10=-275/1480, 7-8=-222/1367 WEBS 2-10=-203/381, 3-10=-346/1586, 4-10=-136/403, 4-8=-376/1313, 5-8=-201/380, 2-11=-1749/299, 5-7=-1853/285 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: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=463, 7=511. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss TG04 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 28 Laura Vista Job Reference (optional) I43007654 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:32 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-SXWDuUz88yycBsEzJWseu17Oaf5J7z6X2ba0ZkyYnCz NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 466 lb down and 87 lb up at 1-10-4, 466 lb down and 87 lb up at 3-10-4, 466 lb down and 87 lb up at 5-10-4, 466 lb down and 87 lb up at 7-10-4, 461 lb down and 87 lb up at 9-10-4, 454 lb down and 87 lb up at 11-10-4, 466 lb down and 87 lb up at 13-10-4, 255 lb down and 105 lb up at 15-10-4, and 255 lb down and 105 lb up at 17-10-4, and 255 lb down and 98 lb up at 19-10-4 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: 1-3=-60, 3-4=-60, 4-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 12=-409(F) 13=-409(F) 14=-409(F) 15=-409(F) 16=-409(F) 17=-409(F) 18=-409(F) 19=-164(F) 20=-164(F) 21=-220(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss TG05 Truss Type Hip Girder Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007655 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-s6BMWW00QtKB2KyX_ePLWflqetGZKJGzkZogA3yYnCw Scale = 1:38.5 1 234 5 11 10 9 876 12 13 14 15 16 17 18 4x6 6x6 6x6 4x6 3x12 4x6 3x6 3x12 2x4 3x6 3x12 2-10-8 2-10-8 10-7-8 7-9-0 18-4-8 7-9-0 21-3-0 2-10-8 2-10-8 2-10-8 10-7-8 7-9-0 18-4-8 7-9-0 21-3-0 2-10-8 1-7-54-9-44-11-91-7-54-9-414.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [2:0-3-15,0-3-0], [4:0-3-15,0-3-0], [5:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.97 0.43 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.13 -0.02 (loc) 8-10 8-10 6 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-8,4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-2 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-8, 4-8 REACTIONS. (size) 11=0-3-8, 6=0-3-8 Max Horz 11=133(LC 5) Max Uplift 11=-988(LC 5), 6=-954(LC 4) Max Grav 11=1345(LC 38), 6=1322(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1302/1034, 2-3=-1739/1399, 3-4=-1739/1399, 4-5=-1271/993, 1-11=-1434/1101, 5-6=-1400/1055 BOT CHORD 8-10=-742/862, 7-8=-652/836 WEBS 2-10=-346/398, 2-8=-872/1082, 3-8=-561/269, 4-8=-902/1104, 4-7=-298/364, 1-10=-776/976, 5-7=-745/951 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=988, 6=954. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 259 lb down and 318 lb up at 2-10-8, 124 lb down and 171 lb up at 4-3-12, 124 lb down and 171 lb up at 6-3-12, 124 lb down and 171 lb up at 8-3-12, 124 lb down and 171 lb up at 10-3-12, 124 lb down and 171 lb up at 12-3-12, 124 lb down and 171 lb up at 14-3-12, and 124 lb down and 171 lb up at 16-3-12, and 259 lb down and 318 lb up at 18-3-12 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 Continued on page 2 September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss TG05 Truss Type Hip Girder Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007655 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:35 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-s6BMWW00QtKB2KyX_ePLWflqetGZKJGzkZogA3yYnCw LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 6-11=-20 Concentrated Loads (lb) Vert: 10=-201 7=-201 12=-83 13=-83 14=-83 15=-83 16=-83 17=-83 18=-83 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002865 Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007656 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-GhtU8Y2vjojmvnh6fmz28INO84AeXenPQX1KnNyYnCt Scale = 1:48.5 1 2 3 4 5 6 7 8 13 12 11 10 914 15 4x10 8x8 8x8 4x10 5x6 10x10 6x6 3x4 10x10 3x4 10x10 6-1-8 6-1-8 14-1-8 8-0-0 20-3-0 6-1-8 -1-2-8 1-2-8 0-8-1 0-8-1 6-1-8 5-5-7 14-1-8 8-0-0 19-6-15 5-5-7 20-3-0 0-8-1 21-5-8 1-2-8 1-8-32-2-158-4-158-7-41-8-38-4-1510.00 12 14.00 12 Plate Offsets (X,Y)-- [4:0-6-0,Edge], [5:0-6-0,Edge], [10:0-2-8,0-4-8] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.86 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.34 -0.24 -0.02 (loc) 10-12 10-12 9 l/defl >706 >986 n/a L/d 240 240 n/a PLATES MT20 Weight: 114 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-9-9 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 5-10-4 oc bracing. WEBS 1 Row at midpt 4-12, 5-12, 5-10 REACTIONS. (size) 9=0-3-8, 13=0-3-8 Max Horz 13=-259(LC 27) Max Uplift 9=-1265(LC 9), 13=-1258(LC 8) Max Grav 9=1954(LC 36), 13=1935(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2025/1507, 4-5=-1275/1071, 5-6=-2045/1511 BOT CHORD 12-13=-574/729, 10-12=-964/1321, 9-10=-410/544 WEBS 3-12=-695/891, 4-12=-1053/1226, 5-10=-1044/1242, 6-10=-696/898, 3-13=-1891/1470, 6-9=-1906/1472 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=1265, 13=1258. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 687 lb down and 803 lb up at 6-1-8, 246 lb down and 274 lb up at 8-2-4, 246 lb down and 274 lb up at 10-2-4, and 246 lb down and 274 lb up at 12-2-4, and 687 lb down and 803 lb up at 14-0-12 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, 3-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 7-8=-60, 9-13=-20 Continued on page 2 September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007656 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:38 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-GhtU8Y2vjojmvnh6fmz28INO84AeXenPQX1KnNyYnCt LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=-185 12=-512 10=-512 14=-185 15=-185 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002865 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007657 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-D3?FZD39FPzU85rVnB?WDjTs8u2j?gjiurWRrGyYnCr Scale = 1:40.7 1 2 3 4 5 8763x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 11-2-6 11-2-6 11-2-10 0-0-3 5-7-5 5-7-5 11-2-10 5-7-5 0-0-46-6-80-0-414.00 12 Plate Offsets (X,Y)-- [3: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.11 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 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 10-0-0 oc bracing. REACTIONS.All bearings 11-2-3. (lb) - Max Horz 1=165(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 5 except 1=-121(LC 8), 8=-275(LC 10), 6=-274(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=367(LC 17), 6=366(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-383/345, 4-6=-383/345 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; 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=121, 8=275, 6=274. 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. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007658 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-9S6?_v5Pn0DBOP?uuc1_I8Y8ghjYTad?L9?Yw9yYnCp Scale = 1:34.1 1 2 3 43x4 4x6 3x4 2x4 0-0-3 0-0-3 8-7-12 8-7-8 4-3-14 4-3-14 8-7-12 4-3-14 0-0-45-0-80-0-414.00 12 Plate Offsets (X,Y)-- [2: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.16 0.08 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: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud 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 10-0-0 oc bracing. REACTIONS. (size) 1=8-7-5, 3=8-7-5, 4=8-7-5 Max Horz 1=-125(LC 6) Max Uplift 1=-39(LC 11), 3=-30(LC 10), 4=-11(LC 10) Max Grav 1=187(LC 1), 3=187(LC 1), 4=268(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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; 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, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007659 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-degNCF61YKL2?Za4SKYDrL4NK52?C1d8apk5SbyYnCo Scale = 1:24.7 1 2 3 42x4 4x6 2x4 2x4 0-0-3 0-0-3 6-0-14 6-0-11 3-0-7 3-0-7 6-0-14 3-0-7 0-0-43-6-80-0-414.00 12 Plate Offsets (X,Y)-- [2: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.14 0.03 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 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud 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=6-0-7, 3=6-0-7, 4=6-0-7 Max Horz 1=-85(LC 6) Max Uplift 1=-30(LC 11), 3=-21(LC 10), 4=-5(LC 10) Max Grav 1=126(LC 1), 3=126(LC 1), 4=183(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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; 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, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007660 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-Z1o8cx7I4xbmFsjSakbhwmAlqvm2gxPR17DCXTyYnCm Scale = 1:13.1 1 2 3 4 2x4 4x6 2x4 2x4 0-0-3 0-0-3 3-6-0 3-5-13 1-9-0 1-9-0 3-6-0 1-9-0 0-0-42-0-80-0-414.00 12 Plate Offsets (X,Y)-- [2: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.04 0.01 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-5-10, 3=3-5-10, 4=3-5-10 Max Horz 1=45(LC 9) Max Uplift 1=-21(LC 11), 3=-17(LC 10) Max Grav 1=71(LC 1), 3=71(LC 1), 4=89(LC 3) 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; 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. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007661 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-VQwu1d9YcZrUUAtrh9d9?BFygiPt8qBkVRiJbMyYnCk Scale = 1:39.4 1 2 3 43x4 4x6 3x4 2x4 0-0-3 0-0-3 9-11-8 9-11-4 4-11-12 4-11-12 9-11-8 4-11-12 0-0-45-9-110-0-414.00 12 Plate Offsets (X,Y)-- [1:0-0-15,0-1-8], [3:0-0-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.21 0.12 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: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud 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 10-0-0 oc bracing. REACTIONS. (size) 1=9-11-1, 3=9-11-1, 4=9-11-1 Max Horz 1=145(LC 7) Max Uplift 1=-45(LC 11), 3=-35(LC 10), 4=-12(LC 10) Max Grav 1=217(LC 1), 3=217(LC 1), 4=312(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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; 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, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007662 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-_cUGFzAANszL6KS1Ft8OYPoCE6l?tIXuj5Ss7oyYnCj Scale = 1:29.6 1 2 3 43x4 4x6 3x4 2x4 0-0-3 0-0-3 7-4-10 7-4-7 3-8-5 3-8-5 7-4-10 3-8-5 0-0-44-3-110-0-414.00 12 Plate Offsets (X,Y)-- [2: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.22 0.05 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: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud 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=7-4-3, 3=7-4-3, 4=7-4-3 Max Horz 1=-105(LC 6) Max Uplift 1=-37(LC 11), 3=-27(LC 10), 4=-6(LC 10) Max Grav 1=157(LC 1), 3=157(LC 1), 4=227(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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; 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, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007663 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-So1eSIAo7A5CjU1Epafd4cKP3W6JclI1ylBQgFyYnCi Scale = 1:16.9 1 2 3 4 2x4 4x6 2x4 2x4 0-0-3 0-0-3 4-9-12 4-9-9 2-4-14 2-4-14 4-9-12 2-4-14 0-0-42-9-110-0-414.00 12 Plate Offsets (X,Y)-- [2: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.08 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: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-9-6, 3=4-9-6, 4=4-9-6 Max Horz 1=-65(LC 6) Max Uplift 1=-31(LC 11), 3=-25(LC 10) Max Grav 1=104(LC 1), 3=104(LC 1), 4=129(LC 3) 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; 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. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007664 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-OB9Pt_C3fnLwznBcw?h591QoHJpG4f1KQ3gWk7yYnCg Scale = 1:9.4 1 2 3 2x4 3x4 2x4 0-0-3 0-0-3 2-2-15 2-2-11 1-1-7 1-1-7 2-2-15 1-1-7 0-0-41-3-110-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.05 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: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-2-8, 3=2-2-8 Max Horz 1=-25(LC 6) Max Uplift 1=-7(LC 11), 3=-7(LC 10) Max Grav 1=64(LC 1), 3=64(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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; 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. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007665 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-sNjn4KDhQ5TnaxmpUjDKiFywqj7kp?yTeiQ4GayYnCf Scale = 1:78.6 1 2 3 4 5 6 7 14 13 12 11 10 9 815163x4 4x6 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-3-6 19-3-6 10-3-2 10-3-2 19-3-6 9-0-4 0-0-411-11-101-5-614.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14], [8: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.24 0.17 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-13: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 4-11: 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 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS.All bearings 19-3-3. (lb) - Max Horz 1=324(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 1=-252(LC 8), 8=-178(LC 9), 11=-111(LC 9), 12=-311(LC 10), 14=-233(LC 10), 10=-306(LC 11), 9=-381(LC 11) Max Grav All reactions 250 lb or less at joint(s) except 1=313(LC 7), 8=308(LC 11), 11=590(LC 20), 12=553(LC 17), 14=384(LC 17), 10=545(LC 18), 9=456(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-413/389, 2-3=-339/327, 3-4=-358/411, 4-5=-358/397, 6-7=-254/167 WEBS 4-11=-490/306, 3-12=-408/361, 2-14=-315/272, 5-10=-406/358, 6-9=-367/348 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-13 to 5-7-6, Corner(3R) 5-7-6 to 13-10-10, Corner(3E) 13-10-10 to 19-2-3 zone; 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 252 lb uplift at joint 1, 178 lb uplift at joint 8, 111 lb uplift at joint 11, 311 lb uplift at joint 12, 233 lb uplift at joint 14, 306 lb uplift at joint 10 and 381 lb uplift at joint 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. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007666 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-KZH9IgEJBPbeC5L?2QkZFSV267QuYUGdtM9dp0yYnCe Scale = 1:67.7 1 2 3 4 5 98763x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-3 0-0-3 17-11-6 17-11-3 8-11-11 8-11-11 17-11-6 8-11-11 0-0-410-5-100-0-414.00 12 Plate Offsets (X,Y)-- [3: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.36 0.34 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: 66 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud 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. WEBS 1 Row at midpt 3-8 REACTIONS.All bearings 17-10-15. (lb) - Max Horz 1=270(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 9=-373(LC 10), 6=-372(LC 11) Max Grav All reactions 250 lb or less at joint(s) except 1=282(LC 18), 5=259(LC 20), 8=346(LC 20), 9=617(LC 17), 6=616(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-288/218, 4-5=-255/166 WEBS 2-9=-479/413, 4-6=-482/414 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-13 to 5-7-6, Corner(3R) 5-7-6 to 12-4-0, Corner(3E) 12-4-0 to 17-7-9 zone; 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 9=373, 6=372. 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. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007667 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-KZH9IgEJBPbeC5L?2QkZFSV4m7T1YXBdtM9dp0yYnCe Scale = 1:55.1 1 2 3 4 5 8763x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 15-4-5 15-4-5 15-4-8 0-0-3 7-8-4 7-8-4 15-4-8 7-8-4 0-0-48-11-100-0-414.00 12 Plate Offsets (X,Y)-- [3: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.16 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 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 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS.All bearings 15-4-2. (lb) - Max Horz 1=230(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-312(LC 10), 6=-312(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=340(LC 20), 8=517(LC 17), 6=516(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-254/183 WEBS 2-8=-409/351, 4-6=-409/350 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-13 to 5-7-6, Corner(3R) 5-7-6 to 9-9-2, Corner(3E) 9-9-2 to 15-0-12 zone; 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=312, 6=312. 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. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007668 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-omrXV0ExyikVqFvBb7Fong2F?XpDH_bm60vBLSyYnCd Scale: 1/4"=1' 1 2 3 4 5 8769103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 12-9-7 12-9-7 12-9-11 0-0-3 6-4-13 6-4-13 12-9-11 6-4-13 0-0-47-5-100-0-414.00 12 Plate Offsets (X,Y)-- [3: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.16 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 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 10-0-0 oc bracing. REACTIONS.All bearings 12-9-4. (lb) - Max Horz 1=-190(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-272(LC 10), 6=-272(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=325(LC 20), 8=433(LC 17), 6=433(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-369/325, 4-6=-369/325 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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-13 to 5-7-6, Corner(3R) 5-7-6 to 7-2-4, Corner(3E) 7-2-4 to 12-5-14 zone; 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=272, 6=272. 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. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007669 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-GyPvjMFZj0sLRPUN9rm1KtaJ1x7Y0R?vKgektuyYnCc Scale = 1:38.8 1 2 3 43x4 4x6 3x4 2x4 0-0-3 0-0-3 10-2-13 10-2-10 5-1-7 5-1-7 10-2-13 5-1-7 0-0-45-11-100-0-414.00 12 Plate Offsets (X,Y)-- [1:0-0-15,0-1-8], [3:0-0-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.22 0.13 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: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud 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 10-0-0 oc bracing. REACTIONS. (size) 1=10-2-6, 3=10-2-6, 4=10-2-6 Max Horz 1=-150(LC 8) Max Uplift 1=-47(LC 11), 3=-36(LC 10), 4=-13(LC 10) Max Grav 1=224(LC 1), 3=224(LC 1), 4=321(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; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; 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, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007670 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-l8yIwiGBUK_C3Y3ajYHGs57ZQKTblwR3ZKOHQLyYnCb Scale = 1:30.6 1 2 3 42x4 4x6 2x4 2x4 0-0-3 0-0-3 7-7-15 7-7-12 3-10-0 3-10-0 7-7-15 3-10-0 0-0-44-5-100-0-414.00 12 Plate Offsets (X,Y)-- [2: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.23 0.05 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: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud 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=7-7-8, 3=7-7-8, 4=7-7-8 Max Horz 1=-77(LC 8) Max Uplift 1=-14(LC 13), 3=-7(LC 12) Max Grav 1=163(LC 1), 3=163(LC 1), 4=236(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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 3-3-13, Interior(1) 3-3-13 to 3-10-0, Exterior(2R) 3-10-0 to 6-10-0, Interior(1) 6-10-0 to 7-4-2 zone; 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. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007671 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-DLWg82HpFd63hiemHGoVPIgnZkr0UNFCo_7rynyYnCa Scale = 1:21.2 1 2 3 4 2x4 4x6 2x4 2x4 0-0-3 0-0-3 5-1-2 5-0-14 2-6-9 2-6-9 5-1-2 2-6-9 0-0-42-11-100-0-414.00 12 Plate Offsets (X,Y)-- [2: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.09 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: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-0-11, 3=5-0-11, 4=5-0-11 Max Horz 1=-49(LC 8) Max Uplift 1=-15(LC 13), 3=-10(LC 12) Max Grav 1=111(LC 1), 3=111(LC 1), 4=138(LC 3) 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; 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. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007672 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-DLWg82HpFd63hiemHGoVPIgprkrLUNWCo_7rynyYnCa Scale = 1:10.2 1 2 3 2x4 3x4 2x4 0-0-3 0-0-3 2-6-4 2-6-0 1-3-2 1-3-2 2-6-4 1-3-2 0-0-41-5-100-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.07 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: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-5-13, 3=2-5-13 Max Horz 1=-21(LC 8) Max Grav 1=75(LC 1), 3=75(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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; 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. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss V17 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007673 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-hX42LNHS0xEwJsDyqzKkyWCqo87QDphM1etOUDyYnCZ Scale = 1:26.3 1 23 4 765 8 9 3x4 4x8 2x4 2x4 2x4 2x4 2x4 15-5-7 15-5-7 7-7-15 7-7-15 15-5-7 7-9-8 0-0-42-5-02-6-102-5-04.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.34 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-4: 2x4 SPF-S Stud 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, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-4-11. (lb) - Max Horz 1=60(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=322(LC 26), 7=487(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-261/69, 2-7=-333/118 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 7-7-15, Exterior(2R) 7-7-15 to 10-7-15, Interior(1) 10-7-15 to 15-4-3 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 7. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss V18 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007674 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:56:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-9jeQYjI4nFMnw0o9OhrzUjl2dYWsyHPVFIcx0gyYnCY Scale = 1:18.5 1 23 4 76 5 8 9 3x4 4x6 2x4 2x4 2x4 2x4 2x4 0-0-12 0-0-12 5-1-15 5-1-3 10-11-7 5-9-8 5-1-15 5-1-15 10-11-7 5-9-8 0-0-41-7-01-8-101-7-04.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.46 0.13 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-7: 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, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-10-11. (lb) - Max Horz 1=37(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=263(LC 26), 7=255(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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 5-1-15, Exterior(2R) 5-1-15 to 8-1-15, Interior(1) 8-1-15 to 10-9-11 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 7. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss V19 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007675 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:57:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-56mBzPKKJscVAKyXW6tRZ8qUPLDKQAVojc525YyYnCW Scale = 1:12.2 1 2 3 2x4 2x4 2x4 2-5-14 2-5-14 0-0-41-10-69.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-5-8, 3=2-5-8 Max Horz 1=40(LC 12) Max Uplift 3=-19(LC 12) Max Grav 1=76(LC 1), 3=78(LC 19) 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. September 29,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20002865 Truss V20 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Laura Vista Job Reference (optional) I43007676 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:57:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Qg0xbgWYYOxX8xi831MgJTyYqGf-56mBzPKKJscVAKyXW6tRZ8qKpL1mQAVojc525YyYnCW Scale = 1:16.7 1 2 3 4 5 3x4 4x6 3x4 8-0-12 8-0-12 0-0-42-8-44.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.87 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: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 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) 1=8-0-0, 3=8-0-0 Max Horz 1=66(LC 8) Max Uplift 1=-3(LC 8), 3=-25(LC 8) Max Grav 1=279(LC 1), 3=279(LC 1) 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 7-11-0 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. September 29,2020 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 87 654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths