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HomeMy WebLinkAbout294JGW - 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). November 20,2019 Liu, Xuegang Pages or sheets covered by this seal: I39353942 thru I39354027 My license renewal date for the state of Indiana is July 31, 2020. B19903276 Wedgewood 294 Westvale IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss GE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353942 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:28:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-XV8XedFj6SNuCsXMG9lqgwiipg1t0jzIf1rBx?yHLPR Scale = 1:78.5 1 2 3 4 5 6 7 8 13 12 11 10 9 45 46 47 48 49 4x6 8x8 3x8 3x6 3x4 3x6 3x4 3x6 3x4 2x4 2x4 3x4 2x4 2x4 2x4 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 7-8-67-8-6 12-2-114-6-5 19-11-07-8-6 -0-10-8 0-10-8 2-9-0 2-9-0 7-8-6 4-11-6 12-2-11 4-6-5 17-2-0 4-11-5 19-11-0 2-9-0 20-9-8 0-10-8 2-2-1412-6-02-2-1412-6-016.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-13,Edge], [11:0-3-0,0-3-0], [15:0-1-12,0-1-8], [15:0-2-0,0-0-4], [20:0-1-12,0-1-8], [20:0-2-0,0-0-4], [29:0-1-10,0-1-0], [41:0-1-10 ,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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.45 0.44 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.27 0.01 0.01 (loc) 9-10 9-10 9 10 l/defl >999 >878 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 205 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* 3-12,6-10,3-13,6-9: 2x3 SPF No.2, 4-12,5-12,5-10: 2x4 SPF No.2 OTHERS 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 5-12 REACTIONS.(lb/size)9=907/0-3-8, 13=899/0-3-8 Max Horz 13=-332(LC 5) Max Uplift 9=-30(LC 7), 13=-30(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-701/197, 4-5=-346/192, 5-6=-710/197 BOT CHORD 12-13=-228/345, 10-12=-63/351, 9-10=-8/348 WEBS 3-13=-755/44, 6-9=-764/44 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 7-8-6, Exterior(2) 7-8-6 to 16-5-9, Interior(1) 16-5-9 to 20-9-8 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) 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 studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 9 and 30 lb uplift at joint 13. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss GE02 Truss Type Monopitch Supported Gable Qty 2 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353943 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:28:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-?iiwrzGLtmWlq?6ZqsG3C8EqP4KOlIeRuhakTSyHLPQ Scale = 1:58.9 1 2 3 4 5 6 11 10 9 8 7 3x8 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -0-10-8 0-10-8 5-6-0 5-6-0 2-2-149-6-1416.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.65 0.62 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.00 -0.00 (loc) 1 1 7 2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS.All bearings 5-6-0. (lb) - Max Horz 11=273(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 11, 7, 8 except 10=-642(LC 7) Max Grav All reactions 250 lb or less at joint(s) 7, 8, 9, 10 except 11=662(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-517/50, 2-3=-591/75 WEBS 3-10=-64/430 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -0-10-8 to 2-1-8, Exterior(2) 2-1-8 to 5-4-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 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) 11, 7, 8 except (jt=lb) 10=642. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss GE03 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353944 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:28:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-?iiwrzGLtmWlq?6ZqsG3C8Ewe4RqlKhRuhakTSyHLPQ Scale = 1:30.0 1 2 3 4 8 7 6 5 3x4 3x4 5x6 5x6 2x4 2x4 4x8 2x4 1-0-71-0-7 2-3-81-3-1 3-7-81-4-0 1-0-7 1-0-7 1-11-7 0-11-1 3-7-8 1-8-1 1-5-132-3-23-1-85-4-33-4-32-0-09.00 12 11.25 12 16.00 12 12.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.32 0.14 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 3-7-8. (lb) - Max Horz 8=118(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 8, 5, 6, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) 0-1-12 to 1-0-7, Exterior(2) 1-0-7 to 3-5-12 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 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) Bearing at joint(s) 8, 6, 7 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) 8, 5, 6, 7. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5, 6, 7. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss GE04 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353945 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:28:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-TuGI3JG_e4ecR9hlNanIlLn3LUmhUkwb6LKI?uyHLPP Scale = 1:72.7 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 3x4 3x6 4x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-3-013-3-0 6-7-8 6-7-8 13-3-0 6-7-8 1-8-710-6-71-8-716.00 12 Plate Offsets (X,Y)-- [6:Edge,0-1-13] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.45 0.23 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 101 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* 6-17,5-18,7-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 5-18, 7-16 REACTIONS.All bearings 13-3-0. (lb) - Max Horz 22=269(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 18, 20, 16, 14 except 22=-307(LC 5), 12=-292(LC 6), 19=-104(LC 7), 21=-293(LC 6), 15=-104(LC 8), 13=-284(LC 5) Max Grav All reactions 250 lb or less at joint(s) 18, 19, 20, 16, 15, 14 except 22=354(LC 6), 12=340(LC 5), 17=433(LC 8), 21=268(LC 5), 13=259(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-251/237, 4-5=-38/299, 5-6=-42/350, 6-7=-42/350, 7-8=-38/299 WEBS 6-17=-496/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 6-7-8, Corner(3) 6-7-8 to 9-7-8, Exterior(2) 9-7-8 to 13-1-4 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) 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 20, 16, 14 except (jt=lb) 22=307, 12=292, 19=104, 21=293, 15=104, 13=284. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss GE05 Truss Type GABLE Gable l Gable COMMON Qty 2 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353946 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:28:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-y4qgGfHcPNmT3JFxxHIXIZK9Mux7D0skL?3rXKyHLPO Scale = 1:68.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 26 27 28 29 30 31 32 33 5x6 4x6 4x6 5x6 3x4 3x6 3x6 5x12 3x6 3x4 3x8 2x4 3x6 4x8 5x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-0-07-0-0 8-11-41-11-4 14-11-106-0-6 21-0-06-0-6 27-6-66-6-6 30-7-03-0-10 -0-10-8 0-10-8 7-0-0 7-0-0 8-11-4 1-11-4 14-11-10 6-0-6 21-0-0 6-0-6 27-6-6 6-6-6 30-7-0 3-0-10 31-5-8 0-10-8 1-1-146-4-148-4-211-1-41-6-42-9-28-4-29.00 12 12.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [6:0-4-4,0-1-12], [8:0-2-8,Edge], [12:0-2-8,0-1-8], [16:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.68 0.92 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.36 0.33 0.06 (loc) 12-13 11-12 10 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 154 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* 2-17: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-12 REACTIONS.(lb/size)10=1399/0-3-8, 17=1494/0-3-8 Max Horz 17=-261(LC 5) Max Uplift 10=-64(LC 8), 17=-59(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1696/90, 3-4=-1619/168, 4-5=-1357/140, 5-6=-1357/140, 6-7=-1778/107, 7-8=-3577/72, 8-10=-1370/83, 2-17=-1349/113 BOT CHORD 16-17=-256/375, 15-16=-139/1245, 13-15=-121/1116, 12-13=-27/1165, 11-12=0/2410 WEBS 3-15=-428/140, 4-15=-94/582, 4-13=-120/462, 5-13=-401/178, 6-13=-145/405, 6-12=0/544, 7-12=-1287/152, 7-11=0/1325, 8-11=0/2774, 2-16=-62/878 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 2-2-3, Interior(1) 2-2-3 to 8-11-4, Exterior(2) 8-11-4 to 11-11-15, Interior(1) 11-11-15 to 21-0-0, Exterior(2) 21-0-0 to 24-0-11, Interior(1) 24-0-11 to 31-5-8 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) 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) The Fabrication Tolerance at joint 8 = 4%, joint 2 = 4% 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, with BCDL = 10.0psf. 9) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 17. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss GE05 Truss Type GABLE Gable l Gable COMMON Qty 2 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353946 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:28:53 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-y4qgGfHcPNmT3JFxxHIXIZK9Mux7D0skL?3rXKyHLPO LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-6=-60, 6-8=-60, 8-9=-60, 15-31=-20, 15-32=-60, 32-33=-20, 12-33=-60, 11-12=-20, 10-11=-20 Trapezoidal Loads (plf) Vert: 17=-60(F=-40)-to-31=-20 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss GE06 Truss Type GABLE Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353947 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:28:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-QGO2U?IEAhuKhTq7V_pmqmsK6HHPyTJtafpO4myHLPN Scale = 1:68.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 25 26 27 28 29 30 31 5x6 4x6 4x6 4x8 3x4 3x6 3x6 5x12 3x6 3x4 3x8 2x4 3x6 4x8 5x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-0-07-0-0 8-11-41-11-4 14-11-106-0-6 21-0-06-0-6 27-6-66-6-6 30-7-03-0-10 -0-10-8 0-10-8 7-0-0 7-0-0 8-11-4 1-11-4 14-11-10 6-0-6 21-0-0 6-0-6 27-6-6 6-6-6 30-7-0 3-0-10 1-1-146-4-148-4-211-1-41-6-42-9-28-4-29.00 12 12.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [6:0-4-4,0-1-12], [8:0-3-0,0-1-12], [11:0-2-8,0-1-8], [15:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.68 0.92 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.36 0.33 0.07 (loc) 11-12 10-11 9 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 153 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* 8-9: 2x4 SPF-S Stud, 2-16: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-1 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-11 REACTIONS.(lb/size)9=1338/0-3-8, 16=1493/0-3-8 Max Horz 16=-245(LC 5) Max Uplift 9=-30(LC 8), 16=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1695/92, 3-4=-1618/171, 4-5=-1355/147, 5-6=-1355/147, 6-7=-1775/121, 7-8=-3549/162, 8-9=-1317/63, 2-16=-1348/114 BOT CHORD 15-16=-267/375, 14-15=-152/1244, 12-14=-134/1115, 11-12=-41/1163, 10-11=-103/2397 WEBS 3-14=-428/140, 4-14=-94/582, 4-12=-121/461, 5-12=-402/178, 6-12=-144/407, 6-11=0/541, 7-11=-1276/202, 7-10=0/1302, 8-10=-107/2738, 2-15=-64/878 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 2-2-3, Interior(1) 2-2-3 to 8-11-4, Exterior(2) 8-11-4 to 11-11-15, Interior(1) 11-11-15 to 21-0-0, Exterior(2) 21-0-0 to 24-0-11, Interior(1) 24-0-11 to 30-5-4 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) The Fabrication Tolerance at joint 2 = 4% 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, with BCDL = 10.0psf. 9) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 16. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss GE06 Truss Type GABLE Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353947 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:28:54 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-QGO2U?IEAhuKhTq7V_pmqmsK6HHPyTJtafpO4myHLPN LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-6=-60, 6-8=-60, 14-29=-20, 14-30=-60, 30-31=-20, 11-31=-60, 10-11=-20, 9-10=-20 Trapezoidal Loads (plf) Vert: 16=-60(F=-40)-to-29=-20 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss GE07 Truss Type GABLE Qty 2 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353948 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:28:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-MfWpuhJUiI82wn_WcPsEvBygf5zJQRIA1zIV8fyHLPL Scale = 1:58.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 27 28 29 30 31 32 33 34 5x6 4x6 4x6 3x4 3x4 3x6 3x4 3x8 2x4 3x4 3x4 5x8 4x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-0-07-0-0 8-11-41-11-4 14-11-106-0-6 21-0-06-0-6 30-7-09-7-0 -0-10-8 0-10-8 7-0-0 7-0-0 8-11-4 1-11-4 14-11-10 6-0-6 21-0-0 6-0-6 25-8-4 4-8-4 30-7-0 4-10-12 31-5-8 0-10-8 1-1-146-4-148-4-21-1-148-4-29.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [6:0-4-4,0-2-0], [15:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.68 0.89 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.64 0.06 0.05 (loc) 10-11 10-11 10 10-11 l/defl >999 >567 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 154 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* 2-16,8-10: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-4 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-10 REACTIONS.(lb/size)16=1405/0-3-8, 10=1487/0-3-8 Max Horz 16=200(LC 6) Max Uplift 16=-55(LC 7), 10=-67(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1667/94, 3-4=-1608/173, 4-5=-1352/150, 5-6=-1351/150, 6-7=-1547/128, 7-8=-424/90, 2-16=-1333/116, 8-10=-411/114 BOT CHORD 15-16=-240/340, 14-15=-125/1223, 13-14=-109/1107, 11-13=-14/1169, 10-11=-6/1218 WEBS 3-14=-387/139, 4-14=-91/571, 4-13=-130/469, 5-13=-407/173, 6-13=-148/381, 6-11=-0/362, 2-15=-71/891, 7-10=-1312/49 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 2-2-3, Interior(1) 2-2-3 to 8-11-4, Exterior(2) 8-11-4 to 11-11-15, Interior(1) 11-11-15 to 21-0-0, Exterior(2) 21-0-0 to 24-0-11, Interior(1) 24-0-11 to 31-5-8 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) 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) The Fabrication Tolerance at joint 2 = 4% 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-6=-60, 6-8=-60, 8-9=-60, 14-16=-20, 14-32=-60, 32-33=-20, 11-33=-60, 11-34=-20 Continued on page 2 November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss GE07 Truss Type GABLE Qty 2 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353948 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:28:56 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-MfWpuhJUiI82wn_WcPsEvBygf5zJQRIA1zIV8fyHLPL LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 34=-20-to-10=-60(F=-40) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss GE08 Truss Type Monopitch Structural Gable Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353949 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:28:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-MfWpuhJUiI82wn_WcPsEvByiu53aQZKA1zIV8fyHLPL Scale = 1:88.9 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x6 3x8 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-4-013-4-0 -0-10-8 0-10-8 13-4-0 13-4-0 1-4-1414-8-1412.00 12 Plate Offsets (X,Y)-- [7:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.54 0.49 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 -0.00 (loc) 1 1 14 2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 129 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 12-15,11-16,10-17,9-18: 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 13-14, 12-15, 11-16, 10-17, 9-18 REACTIONS.All bearings 13-4-0. (lb) - Max Horz 24=465(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 15, 16, 17, 18, 19, 20, 21 except 23=-673(LC 7) Max Grav All reactions 250 lb or less at joint(s) 14, 15, 16, 17, 18, 19, 20, 21, 22, 23 except 24=873(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-606/49, 2-3=-725/69, 3-4=-467/44, 4-5=-438/42, 5-6=-377/37, 6-8=-318/32, 8-9=-261/29 WEBS 3-23=-53/354 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -0-10-8 to 2-1-8, Exterior(2) 2-1-8 to 13-2-4 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 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) 24, 14, 15, 16, 17, 18, 19, 20, 21 except (jt=lb) 23=673. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss GE09 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353950 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:28:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-I2dZJNLkDwOm948vkqui?c18nvs?uUUTVHncDYyHLPJ Scale = 1:77.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 2x4 2x4 4x8 3x4 6x10 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2-7-142-7-14 20-4-017-8-2 -0-10-8 0-10-8 11-1-8 11-1-8 20-4-0 9-2-8 0-10-812-0-010-4-21-7-1412.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-1-7,0-6-0], [6:0-3-0,0-3-0], [10:0-4-4,0-1-12], [24:0-3-0,0-3-0], [31:0-1-6,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.13 0.04 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.00 -0.00 (loc) 1 1 18 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 183 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-32: 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 8-27,7-28,6-29,5-30,4-31: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-1-5 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.): 10-17. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 28-29,27-28,26-27,25-26. WEBS 1 Row at midpt 17-18, 16-19, 15-20, 14-21, 13-22, 12-23, 11-24, 10-25, 9-26 REACTIONS.All bearings 20-4-0. (lb) - Max Horz 2=377(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 18, 2, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30 except 32=-138(LC 7), 31=-121(LC 7) Max Grav All reactions 250 lb or less at joint(s) 18, 32, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31 except 2=389(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-457/46, 4-5=-304/27, 5-6=-280/28 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -0-10-8 to 2-1-8, Exterior(2) 2-1-8 to 11-1-8, Corner(3) 11-1-8 to 14-1-8, Exterior(2) 14-1-8 to 20-2-4 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) 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) Provide adequate drainage to prevent water ponding. 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) 18, 2, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30 except (jt=lb) 32=138, 31=121. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 18, 32, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss GE10 Truss Type GABLE Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353951 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:28:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-mEBxXiMN_DWdnEj5IYPxXqaB3I_xdmfdjxW9l_yHLPI Scale = 1:69.1 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 30 31 32 33 34 5x6 4x6 6x8 4x8 3x4 3x4 3x4 3x6 2x4 6x10 2x4 2x4 6x16 3x6 5x12 3x4 8x16 3x6 5x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-0-07-0-0 8-11-41-11-4 18-10-89-11-4 23-10-85-0-0 27-6-63-7-14 30-7-03-0-10 -0-10-8 0-10-8 7-0-0 7-0-0 8-11-4 1-11-4 13-10-14 4-11-10 18-10-8 4-11-10 21-0-0 2-1-8 23-10-8 2-10-8 27-6-6 3-7-14 30-7-0 3-0-10 31-5-8 0-10-8 1-1-146-4-148-4-211-1-41-6-42-9-24-9-28-4-29.00 12 12.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [7:0-2-8,Edge], [10:0-2-15,0-2-0], [17:Edge,0-2-8], [20:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.67 0.96 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.81 0.46 0.09 (loc) 17-19 17-19 12 15-16 l/defl >999 >449 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 168 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-17,8-14: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 10-12: 2x4 SPF-S Stud, 2-21: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-11 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19 REACTIONS.(lb/size)12=1278/0-3-8, 21=1365/0-3-8 Max Horz 21=-261(LC 5) Max Uplift 12=-65(LC 8), 21=-59(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1513/92, 3-4=-1428/155, 4-5=-988/123, 5-6=-1449/94, 6-7=-1453/92, 7-8=-2941/106, 8-9=-2938/0, 9-10=-2993/27, 10-12=-1271/97, 2-21=-1219/114 BOT CHORD 20-21=-252/370, 19-20=-140/1099, 15-16=-49/1306 WEBS 3-19=-395/172, 4-19=-61/796, 5-19=-631/124, 16-19=-165/1280, 5-16=0/281, 7-16=-123/492, 13-15=0/2345, 10-13=0/2228, 2-20=-67/735, 7-15=-23/1655 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 2-2-3, Interior(1) 2-2-3 to 8-11-4, Exterior(2) 8-11-4 to 11-11-15, Interior(1) 11-11-15 to 21-0-0, Exterior(2) 21-0-0 to 23-11-12, Interior(1) 23-11-12 to 31-5-8 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) 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) The Fabrication Tolerance at joint 15 = 16%, joint 2 = 8% 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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 21. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss GE10 Truss Type GABLE Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353951 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:28:59 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-mEBxXiMN_DWdnEj5IYPxXqaB3I_xdmfdjxW9l_yHLPI 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, 4-7=-60, 7-10=-60, 10-11=-60, 17-34=-20, 15-16=-20, 13-14=-20, 12-13=-20 Trapezoidal Loads (plf) Vert: 21=-60(F=-40)-to-34=-20 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss GE11 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353952 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-jdJiyONdWqmL0YtUPzRPcEfbb6r55oEvBF?GptyHLPG Scale = 1:74.9 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 3x6 3x6 5x6 4x6 3x4 3x4 5x6 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 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 2-4-102-4-10 27-6-625-1-12 30-7-03-0-10 -0-10-8 0-10-8 8-11-4 8-11-4 21-0-0 12-0-12 30-7-0 9-7-0 31-5-8 0-10-8 1-6-011-1-40-8-01-6-40-8-02-9-28-4-212.00 12 12.00 12 Plate Offsets (X,Y)-- [9:0-4-4,0-1-12], [18:0-4-4,0-1-12], [41:0-3-0,0-3-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.41 0.21 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.01 0.00 (loc) 26 26 27 25 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 203 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 9-18. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 49-50,48-49. REACTIONS.All bearings 30-7-0. (lb) - Max Horz 50=-269(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 27, 29, 35, 36, 37, 38, 39, 40, 41, 42, 44, 45, 46, 47, 33, 32, 31, 30 except 50=-500(LC 5), 48=-187(LC 6), 49=-232(LC 6), 28=-173(LC 5) Max Grav All reactions 250 lb or less at joint(s) 27, 48, 29, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 33, 32, 31, 30, 28 except 50=454(LC 6), 49=253(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-217/256, 6-7=-28/269, 7-8=-20/317, 8-9=-25/351, 9-10=0/271, 10-11=0/271, 11-12=0/271, 12-13=0/271, 13-14=0/271, 14-15=0/271, 15-16=0/271, 16-17=0/271, 17-18=0/271, 18-19=-26/344, 19-20=-27/313 BOT CHORD 49-50=-258/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -0-10-8 to 2-2-4, Exterior(2) 2-2-4 to 8-11-4, Corner(3) 8-11-4 to 11-11-15, Exterior(2) 11-11-15 to 21-0-0, Corner(3) 21-0-0 to 24-0-11, Exterior(2) 24-0-11 to 31-5-8 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) 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, 29, 35, 36, 37, 38, 39, 40, 41, 42, 44, 45, 46, 47, 33, 32, 31, 30 except (jt=lb) 50=500, 48=187, 49=232, 28=173. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 50, 48, 29, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 49, 33, 32, 31, 30, 28. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss GE12 Truss Type GABLE Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353953 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-f?RSM4Pt2S02Gr0sXNUtifkz0wXiZjCCeZUNulyHLPE Scale = 1:67.5 1 2 3 4 5 6 7 89 10 11 12 13 14 15 16 17 18 19 20 21 22 23 44 43 42 41 40 39 38 37 36 3534 33 32 31 30 29 28 27 26 25 24 50 48 45 46 49 47 51 52 3x8 5x6 4x6 3x8 3x4 12-4-412-4-4 13-8-41-4-0 25-11-012-2-13 -0-10-8 0-10-8 8-1-1 8-1-1 17-10-0 9-8-15 25-11-0 8-1-1 26-9-8 0-10-8 0-10-011-7-60-10-011-7-616.00 12 Plate Offsets (X,Y)-- [8:0-1-6,0-1-1], [8:0-2-13,Edge], [9:0-1-1,0-1-6], [16:0-3-2,0-2-0], [22:0-5-0,0-1-8], [36:0-1-13,0-1-8], [44:0-5-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.29 0.14 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.01 0.00 (loc) 23 23 24 23 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 229 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* 16-30,15-31,14-32,11-35,10-37,9-38,7-39,17-29: 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.): 8-16. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 16-30, 15-31, 10-37, 9-38, 7-39, 17-29 JOINTS 1 Brace at Jt(s): 45, 47, 48, 51 REACTIONS.All bearings 25-11-0. (lb) - Max Horz 44=-299(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 31, 32, 35, 37, 39, 40, 41, 42, 29, 28, 27, 26 except 44=-207(LC 5), 24=-154(LC 6), 43=-186(LC 7), 25=-176(LC 8) Max Grav All reactions 250 lb or less at joint(s) 30, 31, 32, 35, 37, 38, 39, 40, 41, 42, 43, 29, 28, 27, 26, 25, 34, 33 except 44=300(LC 6), 24=256(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-298/235, 6-7=-39/255, 7-8=-41/274, 16-17=-40/277, 21-22=-251/178 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -0-10-8 to 2-1-8, Exterior(2) 2-1-8 to 8-1-1, Corner(3) 8-1-1 to 11-0-4, Exterior(2) 11-0-4 to 17-10-0, Corner(3) 17-10-0 to 20-10-0, Exterior(2) 20-10-0 to 26-9-8 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) 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) 31, 32, 35, 37, 39, 40, 41, 42, 29, 28, 27, 26 except (jt=lb) 44=207, 24=154, 43=186, 25=176. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss GE13 Truss Type GABLE Qty 2 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353954 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-7C?qaQQVpl8vu?b245?6EtH5sJoLI2iMtDEwQByHLPD Scale = 1:71.5 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 22 21 20 19 18 17 16 27 28 29 30 31 32 33 3x6 2x4 4x6 5x12 4x6 8x8 8x8 2x4 3x4 6x16 4x8 3x4 3x8 2x4 3x4 5x6 5x12 3x4 2x4 2-4-02-4-0 4-2-151-10-15 6-8-22-5-3 12-3-15-6-15 17-10-05-6-15 25-11-08-1-0 -3-4-8 3-4-8 2-4-0 2-4-0 2-10-14 0-6-14 4-2-15 1-4-1 5-5-6 1-2-7 6-8-2 1-2-12 12-3-1 5-6-15 17-10-0 5-6-15 22-5-0 4-7-0 25-11-0 3-6-0 26-9-8 0-10-8 1-11-03-10-59-3-79-6-310-1-1310-9-1411-7-60-10-011-7-610.00 12 4.75 12 5.69 12 6.69 12 7.75 12 16.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [9:0-5-10,0-2-0], [11:0-2-13,Edge], [14:0-4-3,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 IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.48 0.50 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.22 0.03 0.03 (loc) 16-25 16-25 14 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 211 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-6,3-20,7-20,2-21,12-16,3-7: 2x3 SPF No.2, 2-22: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-21, 9-11. Except: 6-0-0 oc bracing: 3-5 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22. WEBS 1 Row at midpt 9-19, 10-17, 8-20, 3-7 REACTIONS.(lb/size)22=1420/0-3-8, 14=1204/0-3-8 Max Horz 22=317(LC 6) Max Uplift 22=-132(LC 7), 14=-37(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-949/168, 3-21=-383/40, 7-8=-509/178, 8-9=-603/173, 9-10=-710/171, 10-11=-710/171, 11-12=-1126/173, 12-14=-1235/102, 2-22=-1389/295 BOT CHORD 21-22=-287/282, 20-21=-225/630, 19-20=-149/458, 17-19=-139/523, 16-17=-41/607, 14-16=0/698 WEBS 3-20=-523/227, 7-20=-122/987, 8-19=-113/545, 9-19=-322/171, 9-17=-135/451, 10-17=-386/162, 11-17=-168/295, 11-16=-61/332, 2-21=-16/776, 8-20=-549/94, 3-7=-1417/181 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -3-4-8 to -0-4-8, Interior(1) -0-4-8 to 2-5-12, Exterior(2) 1-8-12 to 4-2-15, Interior(1) 4-2-15 to 6-8-2, Exterior(2) 6-8-2 to 9-8-2, Interior(1) 9-8-2 to 17-10-0, Exterior(2) 17-10-0 to 20-10-0, Interior(1) 20-10-0 to 26-9-8 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) 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 studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 22=132. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss GE14 Truss Type GABLE Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353955 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-3a6b?6RmLNOd7JlRCW1aJIMUH7QGm0ReKXj1V4yHLPB Scale = 1:81.4 1 2 3 4 5 6 7 8 9 10 11 20 19 17 16 15 14 13 12 43 44 45 46 47 48 18 4x6 4x6 4x10 3x4 3x4 3x8 2x4 3x4 3x8 2x4 3x4 4x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-1-18-1-1 15-7-87-6-8 17-10-02-2-8 25-11-08-1-1 -0-10-8 0-10-8 3-6-0 3-6-0 8-1-1 4-7-1 12-11-8 4-10-8 17-10-0 4-10-8 22-5-0 4-7-1 25-11-0 3-6-0 26-9-8 0-10-8 0-10-011-7-60-10-011-7-616.00 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [7:0-3-2,0-2-0], [9:0-7-0,0-5-4], [10:0-3-8,Edge], [10:0-0-11,0-1-15], [30:0-1-10,0-1-0], [32:0-1-10,0-1-0], [33:0-0-11,0-0-4] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.29 0.72 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.21 0.02 -0.01 (loc) 18-20 18-20 2 20-37 l/defl >999 >882 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 197 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* 4-20,8-17: 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 25-26,27-28: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 7-17 REACTIONS.All bearings 10-3-8 except (jt=length) 2=0-3-8, 18=0-3-8. (lb) - Max Horz 2=-280(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 12 except 17=-181(LC 7) Max Grav All reactions 250 lb or less at joint(s) 16, 15, 14, 13, 12 except 2=761(LC 11), 17=811(LC 1), 10=286(LC 12), 18=417(LC 11), 10=256(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-715/71, 4-5=-608/142, 5-6=-293/150 BOT CHORD 2-20=-207/398, 18-20=-108/253, 17-18=-108/253 WEBS 6-20=-48/252, 6-17=-605/185, 7-17=-312/44 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 8-1-1, Exterior(2) 8-1-1 to 12-3-15, Interior(1) 12-3-15 to 17-10-0, Exterior(2) 17-10-0 to 22-0-14, Interior(1) 22-0-14 to 26-9-8 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) 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 studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 12 except (jt=lb) 17=181. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss M01 Truss Type MONOPITCH Qty 4 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353956 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-3a6b?6RmLNOd7JlRCW1aJIMN07YUm4JeKXj1V4yHLPB Scale = 1:67.8 12 3 5 4 6 7 2x4 2x4 3x6 3x4 4-6-84-6-8 -0-10-8 0-10-8 4-6-8 4-6-8 6-8-1412-9-912-6-10-3-812-9-916.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.75 0.20 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 42 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* 2-5: 2x4 SPF-S Stud, 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-14 oc bracing. WEBS 1 Row at midpt 3-4, 2-5 REACTIONS.(lb/size)5=239/0-3-8, 4=163/0-1-8 Max Horz 5=336(LC 7) Max Uplift 5=-53(LC 5), 4=-556(LC 7) Max Grav 5=495(LC 7), 4=178(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-610/78 BOT CHORD 4-5=-349/63 WEBS 2-4=-115/641 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 4-4-12 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) 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) 5 except (jt=lb) 4=556. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss M02 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353957 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-XngzCRSO6gXUlTKdmDYpsVvdNXrtVPFoZBSa1WyHLPA Scale = 1:82.3 1 2 3 4 5 8 7 6 9 10 2x4 5x6 3x4 2x4 3x4 5x12 2x4 4x6 4-0-104-0-10 12-7-08-6-6 4-0-10 4-0-10 7-9-0 3-8-6 12-7-0 4-10-0 1-6-414-1-410-4-23-9-212.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-2-7,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.39 0.44 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.52 0.16 0.10 (loc) 6-7 6-7 6 7 l/defl >762 >286 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 1-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS.(lb/size)8=493/0-3-8, 6=493/0-3-8 Max Horz 8=403(LC 7) Max Uplift 6=-277(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-513/228, 1-2=-1388/488, 2-4=-1339/644 BOT CHORD 7-8=-591/120, 6-7=-214/286 WEBS 1-7=-272/1009, 4-7=-773/1104, 4-6=-408/309 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-5-12 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) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=277. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss M03 Truss Type Piggyback Base Qty 6 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353958 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-?zELQnT0t_fLMdvqJx32OjRgGx5UEtvxoqC8ZzyHLP9 Scale = 1:66.0 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 17 3x6 2x4 3x4 6x10 3x6 6x10 3x4 2x4 3x4 3x4 5x8 2-7-142-7-14 11-1-88-5-10 18-11-87-10-0 -0-10-8 0-10-8 2-7-14 2-7-14 6-0-0 3-4-2 11-1-8 5-1-8 18-11-8 7-10-0 0-10-812-0-010-4-21-7-1412.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-11-7,Edge], [2:1-5-0,0-1-8], [7:0-4-8,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.90 0.80 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.38 0.11 0.22 (loc) 9-10 10-12 9 10-12 l/defl >999 >587 n/a >993 L/d 360 240 n/a 240 PLATES MT20 Weight: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-12: 2x8 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 7-9: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-1-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 7-10-10 oc bracing. WEBS 1 Row at midpt 8-9, 7-10, 7-9 REACTIONS.(lb/size)9=871/0-3-8, 2=871/0-8-0 Max Horz 2=404(LC 7) Max Uplift 9=-275(LC 7), 2=-129(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1683/1171, 4-6=-1421/1053, 6-7=-709/310 BOT CHORD 2-12=-1229/1184, 10-12=-512/675, 9-10=-279/430 WEBS 6-10=-335/319, 7-10=-457/563, 7-9=-689/451, 6-12=-782/577 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 11-1-8, Exterior(2) 11-1-8 to 15-4-7, Interior(1) 15-4-7 to 18-10-4 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=275, 2=129. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss M04 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353959 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-?zELQnT0t_fLMdvqJx32OjRgpx8EEnNxoqC8ZzyHLP9 Scale = 1:59.4 1 2 3 4 7 6 5 8 9 10 11 2x4 4x6 2x4 3x8 3x4 3x6 3x6 7-2-107-2-10 15-0-107-10-0 2-1-2 2-1-2 7-2-10 5-1-8 15-0-10 7-10-0 3-1-810-4-212.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-1-12] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.93 0.63 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.33 -0.00 0.13 (loc) 5-6 5-6 5 5-6 l/defl >942 >546 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 80 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-6: 2x4 SPF No.2, 1-7: 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 (5-5-7 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-6 REACTIONS.(lb/size)5=751/0-3-8, 7=622/Mechanical Max Horz 7=220(LC 7) Max Uplift 5=-218(LC 7), 7=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-494/224, 3-4=-276/211, 4-5=-566/341 BOT CHORD 6-7=-269/224 WEBS 4-6=-344/439, 2-7=-605/167 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-2-10, Exterior(2) 7-2-10 to 11-5-9, Interior(1) 11-5-9 to 14-11-6 zone; 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=218. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss MG01 Truss Type Piggyback Base Girder Qty 2 Ply 2 Wedgewood 294 Westvale Job Reference (optional) I39353960 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-U9ojd7TeeInC_mU0tebHxw_vEKYQzL850Uxh6PyHLP8 Scale = 1:65.7 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 3x4 2x4 4x6 6x10 3x6 8x8 4x6 3x6 3x6 3x8 4x8 5x8 2x4 2-7-142-7-14 3-9-61-1-8 11-1-87-4-2 18-11-87-10-0 -0-10-8 0-10-8 2-7-14 2-7-14 3-9-6 1-1-8 6-0-0 2-2-10 11-1-8 5-1-8 18-11-8 7-10-0 0-10-812-0-010-4-21-7-1412.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-10-14,Edge], [8:0-6-4,0-1-12] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.63 0.31 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.11 0.08 0.05 (loc) 13 11-13 10 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 263 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 2-14: 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 9-10,8-11,8-10: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-1-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10 REACTIONS.(lb/size)10=1084/0-3-8, 2=1838/0-8-0 Max Horz 2=406(LC 11) Max Uplift 10=-300(LC 5), 2=-238(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3095/789, 4-5=-2734/601, 5-7=-2878/653, 7-8=-935/192 BOT CHORD 2-14=-908/1987, 13-14=-743/1844, 11-13=-463/1233, 10-11=-198/600 WEBS 4-14=-295/285, 7-11=-873/364, 8-11=-291/948, 8-10=-958/320, 5-13=-263/46, 4-13=-73/299, 7-13=-519/1924 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: 2x8 - 2 rows staggered at 0-9-0 oc, 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) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=300, 2=238. 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) 1190 lb down and 135 lb up at 3-9-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss MG01 Truss Type Piggyback Base Girder Qty 2 Ply 2 Wedgewood 294 Westvale Job Reference (optional) I39353960 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:09 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-U9ojd7TeeInC_mU0tebHxw_vEKYQzL850Uxh6PyHLP8 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-60, 8-9=-60, 2-14=-20, 11-14=-20, 11-15=-60, 10-15=-20 Concentrated Loads (lb) Vert: 13=-1190(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss PB01 Truss Type GABLE Qty 10 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353961 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-yLM5qTUGPbv3cw3CRL6WU8XALkwriteEF8hFeryHLP7 Scale: 3/16"=1' 1 2 3 4 5 67 12 11 10 9 8 13 14 15 16 2x4 2x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-9-1414-9-14 4-8-10 4-8-10 14-9-14 10-1-4 5-3-29-11-120-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [6:0-2-6,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.22 0.17 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.01 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: 62 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10 REACTIONS.All bearings 14-3-3. (lb) - Max Horz 12=-289(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 10 except 12=-196(LC 11), 6=-170(LC 6), 11=-174(LC 7), 9=-168(LC 8), 8=-128(LC 8) Max Grav All reactions 250 lb or less at joint(s) 12, 8 except 6=252(LC 5), 10=474(LC 1), 11=491(LC 11), 9=430(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-264/243, 5-6=-351/252 BOT CHORD 11-12=-164/250, 10-11=-164/250, 9-10=-164/250, 8-9=-164/250, 6-8=-164/250 WEBS 3-10=-257/115, 2-11=-267/217, 4-9=-268/217 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-4 to 3-1-4, Interior(1) 3-1-4 to 4-8-10, Exterior(2) 4-8-10 to 7-8-10, Interior(1) 7-8-10 to 14-7-0 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 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 12=196, 6=170, 11=174, 9=168, 8=128. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss PB02 Truss Type Piggyback Qty 12 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353962 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-QYwU2pVu9v1wD4eP_3dl0L3NF8I6RN3OUoQoAHyHLP6 Scale = 1:17.3 1 2 3 4 5 6 4x6 2x4 2x4 2x4 4-6-54-6-5 2-3-3 2-3-3 4-6-5 2-3-2 0-6-12-10-110-1-80-6-10-1-816.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-0], [3:Edge,0-1-13], [4:0-2-12,0-1-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.08 0.04 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 14 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 4-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=102/3-6-15, 4=102/3-6-15, 6=92/3-6-15 Max Horz 2=-69(LC 5) Max Uplift 2=-22(LC 8), 4=-20(LC 7) Max Grav 2=102(LC 1), 4=102(LC 1), 6=105(LC 2) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss PB03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353963 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-ukTsF9WXwD9nrECbYm8_ZZcWwYcVAlrXjSALikyHLP5 Scale = 1:75.8 1 2 3 4 5 6 78 14 13 12 11 10 9 15 16 17 18 192x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 17-8-1417-8-14 5-8-10 5-8-10 17-8-14 12-0-4 6-2-211-10-120-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [7:0-2-6,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.16 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.01 0.00 (loc) 8 8 7 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 80 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 *Except* 3-11: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 3-11 REACTIONS.All bearings 17-2-3. (lb) - Max Horz 14=-344(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 14, 11 except 13=-145(LC 7), 10=-162(LC 8), 9=-159(LC 8), 7=-167(LC 6) Max Grav All reactions 250 lb or less at joint(s) 14 except 11=470(LC 1), 13=392(LC 11), 10=505(LC 12), 9=396(LC 1), 7=276(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-95/263, 3-4=-148/276, 4-6=-276/284, 6-7=-389/300 BOT CHORD 13-14=-199/299, 11-13=-199/299, 10-11=-199/299, 9-10=-199/299, 7-9=-199/299 WEBS 3-11=-314/133, 4-10=-260/211 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-4 to 3-1-4, Interior(1) 3-1-4 to 5-8-10, Exterior(2) 5-8-10 to 8-8-10, Interior(1) 8-8-10 to 17-6-0 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 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 11 except (jt=lb) 13=145, 10=162, 9=159, 7=167. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss PB04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353964 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-Mw1ETVX9hWHeTOnn6UfD5m9ggyybvBqgx6vvFAyHLP4 Scale = 1:75.8 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 18 19 20 2x4 5x6 5x6 5x6 2x4 3x4 3x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 19-8-019-8-0 5-8-10 5-8-10 15-8-11 10-0-1 19-8-0 3-11-5 6-2-211-10-121-8-312-0-40-1-81-8-30-1-812.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-7], [8:Edge,0-2-8], [14:0-2-8,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.28 0.17 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 101 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 3-12: 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.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 3-12 REACTIONS.All bearings 19-8-0. (lb) - Max Horz 15=-223(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 9 except 15=-594(LC 5), 14=-366(LC 6), 11=-153(LC 8), 10=-128(LC 8) Max Grav All reactions 250 lb or less at joint(s) 8 except 15=374(LC 6), 12=422(LC 1), 14=582(LC 5), 11=510(LC 12), 10=310(LC 1), 9=261(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-371/590, 2-3=-125/264 WEBS 3-12=-280/0, 4-11=-261/202, 1-14=-485/305 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-4 to 3-1-4, Interior(1) 3-1-4 to 5-8-10, Exterior(2) 5-8-10 to 8-8-10, Interior(1) 8-8-10 to 19-6-12 zone;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 4-0-0 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, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9 except (jt=lb) 15=594, 14=366, 11=153, 10=128. 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. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss PB05 Truss Type GABLE Qty 7 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353965 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-Mw1ETVX9hWHeTOnn6UfD5m9gCyymvDpgx6vvFAyHLP4 Scale = 1:78.7 1 2 3 4 8 7 6 5 910 2x4 5x6 4x6 2x4 2x4 2x4 3x4 2x4 9-0-09-0-0 5-8-10 5-8-10 9-0-0 3-3-6 6-2-211-10-1212-0-40-1-88-7-60-1-812.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-7] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.31 0.16 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 60 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 *Except* 3-6: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-6 REACTIONS.All bearings 9-0-0. (lb) - Max Horz 8=124(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5 except 8=-372(LC 5), 7=-523(LC 6) Max Grav All reactions 250 lb or less at joint(s) 5 except 8=577(LC 6), 6=465(LC 1), 7=403(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-572/372 WEBS 1-7=-302/467 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-4 to 3-1-4, Interior(1) 3-1-4 to 5-8-10, Exterior(2) 5-8-10 to 8-10-12 zone;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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 4-0-0 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 8=372, 7=523. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss PB06 Truss Type Piggyback Qty 23 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353966 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-q7bcgrXnSqPU4YMzgBASe_hsWLJmejVqAmfSncyHLP3 Scale = 1:38.0 1 2 3 4 5 67 10 9 8 11 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 12-0-1212-0-12 6-0-6 6-0-6 12-0-12 6-0-6 0-5-35-10-140-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [6:0-2-6,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.11 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 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 10-11-6. (lb) - Max Horz 2=-130(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-149(LC 7), 8=-149(LC 8) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=291(LC 11), 8=291(LC 12) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 6-0-6, Exterior(2) 6-0-6 to 9-0-6, Interior(1) 9-0-6 to 11-9-14 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. 6) 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=149, 8=149. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss PB07 Truss Type Piggyback Qty 12 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353967 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-IJ9_uBYPD8XLihxADvhhBBE2mlcwNAbzPQO0J3yHLP2 Scale = 1:43.6 12 3 4 5 6 7 8 9 10 4x6 4x6 4x6 2x4 9-8-159-8-15 4-10-8 4-10-8 9-8-15 4-10-8 0-6-16-4-70-1-80-6-10-1-816.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-0], [3:Edge,0-1-13], [4:0-6-0,0-1-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.24 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.01 0.00 -0.01 (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: 33 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.(lb/size)2=224/8-9-9, 4=224/8-9-9, 6=266/8-9-9 Max Horz 2=-157(LC 5) Max Uplift 2=-28(LC 8), 4=-22(LC 7) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-2-7 to 3-2-7, Interior(1) 3-2-7 to 4-10-8, Exterior(2) 4-10-8 to 7-10-8, Interior(1) 7-10-8 to 9-6-8 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) 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss PB08 Truss Type GABLE Qty 6 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353968 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-IJ9_uBYPD8XLihxADvhhBBE2rlcdNAyzPQO0J3yHLP2 Scale = 1:43.1 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 3x4 4x6 4x6 4x6 4x6 4x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 11-1-1311-1-13 1-2-0 1-2-0 5-1-8 3-11-8 6-3-6 1-1-13 11-1-13 4-10-8 0-4-100-8-151-8-52-8-13-8-104-10-06-4-70-1-80-6-10-1-88.94 12 10.19 12 11.63 12 13.25 12 15.13 12 16.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-13], [9:0-6-0,0-1-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.19 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.01 0.00 -0.01 (loc) 10 10 9 10 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 45 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-11-15. (lb) - Max Horz 2=158(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 12, 13, 14, 15 Max Grav All reactions 250 lb or less at joint(s) 2, 9, 11, 12, 13, 14, 15 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-3-7 to 1-2-0, Interior(1) 1-2-0 to 6-3-6, Exterior(2) 6-3-6 to 9-3-6, Interior(1) 9-3-6 to 10-11-6 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 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 12, 13, 14, 15. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss PB09 Truss Type Piggyback Qty 5 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353969 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-mVjN5WZ1_RfCKrWMncDwjPnEM9?y6eD7e48ZrVyHLP1 Scale = 1:24.7 1 2 3 4 5 6 4x6 2x4 2x4 2x4 5-4-75-4-7 2-8-4 2-8-4 5-4-7 2-8-4 0-6-13-5-70-1-80-6-10-1-816.00 12 Plate Offsets (X,Y)-- [2:0-2-13,0-1-0], [3:Edge,0-1-13], [4:0-2-13,0-1-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.12 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) 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 5-4-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=125/4-5-1, 4=125/4-5-1, 6=114/4-5-1 Max Horz 2=-83(LC 5) Max Uplift 2=-27(LC 8), 4=-24(LC 7) Max Grav 2=125(LC 1), 4=125(LC 1), 6=130(LC 2) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss PB10 Truss Type GABLE Qty 11 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353970 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-mVjN5WZ1_RfCKrWMncDwjPnCJ9zv6dG7e48ZrVyHLP1 Scale = 1:45.4 1 2 3 4 6 5 7 8 2x4 2x4 3x4 2x4 2x4 7-10-07-10-00-5-37-8-80-1-80-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.25 0.19 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 5 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=193/7-3-5, 2=104/7-3-5, 6=432/7-3-5 Max Horz 2=234(LC 7) Max Uplift 5=-59(LC 7), 6=-171(LC 7) Max Grav 5=193(LC 1), 2=171(LC 7), 6=432(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-280/81 WEBS 3-6=-256/224 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 7-8-12 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) 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 4-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=171. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353971 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-FiHlIsaflln3x?5YLKk9GcJLcZJCr_gGskt6OxyHLP0 Scale: 3/16"=1' 1 2 3 4 5 6 7 89 18 17 16 15 14 13 12 11 10 19 20 2x4 3x6 4x6 3x4 3x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-11-010-11-0 3-0-10 3-0-10 10-11-0 7-10-6 6-11-29-11-1210-1-40-1-82-1-60-1-812.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.35 0.19 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 3-16,2-17,4-15: 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 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 17-18. WEBS 1 Row at midpt 3-16, 2-17, 4-15 REACTIONS.All bearings 10-11-0. (lb) - Max Horz 18=-176(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 15, 14, 13, 12 except 18=-465(LC 8), 10=-101(LC 6), 17=-208(LC 6), 11=-271(LC 8) Max Grav All reactions 250 lb or less at joint(s) 18, 16, 15, 14, 13, 12, 11 except 10=269(LC 8), 17=414(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-208/467 WEBS 1-17=-368/192 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 6-0-10, Interior(1) 6-0-10 to 10-9-4 zone;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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 14, 13, 12 except (jt=lb) 18=465, 10=101, 17=208, 11=271. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353972 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-B4PVjYbwHM1nBJFxSkmdL1PkeM04JywZK2MDSqyHLP_ Scale = 1:79.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 31 32 2x4 2x4 4x6 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 18-7-1418-7-14 6-7-10 6-7-10 18-7-14 12-0-4 5-3-211-10-120-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0], [14:0-2-6,0-1-8], [25:0-3-0,0-3-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.10 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.01 0.00 (loc) 14 15 14 14 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 147 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* 6-23,5-24,4-25,7-22,8-21: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 6-23, 5-24, 4-25, 7-22, 8-21 REACTIONS.All bearings 18-1-3. (lb) - Max Horz 28=-334(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 28, 23, 25, 26, 27, 22, 21, 20, 19, 18, 17, 16 except 14=-190(LC 6) Max Grav All reactions 250 lb or less at joint(s) 28, 24, 25, 26, 27, 22, 21, 20, 19, 18, 17, 16 except 23=364(LC 7), 14=281(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-76/270, 5-6=-70/288, 6-7=-91/294, 7-8=-139/290, 8-9=-176/270, 9-10=-217/275, 10-11=-256/280, 11-12=-290/283, 12-13=-327/287, 13-14=-392/305 BOT CHORD 27-28=-206/294, 26-27=-206/294, 25-26=-206/294, 24-25=-205/293, 23-24=-205/293, 22-23=-205/293, 21-22=-205/293, 20-21=-205/293, 19-20=-205/293, 18-19=-205/292, 17-18=-205/292, 16-17=-205/292, 14-16=-205/292 WEBS 6-23=-348/94 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-7-10, Exterior(2) 6-7-10 to 9-7-10, Interior(1) 9-7-10 to 18-5-0 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) 28, 23, 25, 26, 27, 22, 21, 20, 19, 18, 17, 16 except (jt=lb) 14=190. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353973 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-B4PVjYbwHM1nBJFxSkmdL1PjvM_yJ_IZK2MDSqyHLP_ Scale = 1:57.3 12 3 4 5 6 7 8 14 13 12 11 10 9 15 16 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-2-89-2-80-5-39-1-00-1-80-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [8:0-0-9,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.23 0.23 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 9 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9 REACTIONS.All bearings 8-7-13. (lb) - Max Horz 2=262(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9, 2, 10, 11, 12, 13, 14 Max Grav All reactions 250 lb or less at joint(s) 9, 2, 10, 11, 12, 13, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-448/156, 3-4=-368/141, 4-5=-320/138, 5-6=-263/134 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 9-0-12 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 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) 9, 2, 10, 11, 12, 13, 14. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss PBE06 Truss Type GABLE Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353974 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-fHytxucY2g9eoTq70SHsuFxxkmNQ2SWiYi6nzGyHLOz Scale = 1:38.0 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-0-1212-0-12 6-0-6 6-0-6 12-0-12 6-0-6 0-5-35-10-140-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [10:0-2-6,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.03 0.03 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 10 10 10 10 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 53 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-11-6. (lb) - Max Horz 2=-130(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-2-14 to 3-4-6, Interior(1) 3-4-6 to 6-0-6, Exterior(2) 6-0-6 to 9-0-6, Interior(1) 9-0-6 to 11-9-14 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) 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, 10, 16, 17, 18, 14, 13, 12. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss PBE07 Truss Type GABLE Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353975 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-7TWF8EdAp_HVQcOKa9o5QSU69AibnuSsnMrKWiyHLOy Scale = 1:41.9 2 3 4 5 6 7 8 14 13 12 11 10 1 15 16 17 18 9 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-8-159-8-15 4-10-8 4-10-8 9-8-15 4-10-8 -0-0-46-5-116-5-150-1-00-1-816.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-13] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.05 0.03 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 46 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-8-15. (lb) - Max Horz 1=-157(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 9, 2, 13, 11 except 1=-158(LC 5), 14=-108(LC 7), 10=-107(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8, 12, 13, 14, 11, 10 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-2-7 to 3-2-7, Interior(1) 3-2-7 to 4-10-8, Exterior(2) 4-10-8 to 7-10-8, Interior(1) 7-10-8 to 9-6-8 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) 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) Bearing at joint(s) 1, 9, 2, 8 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) 9, 2, 13, 11 except (jt=lb) 1=158, 14=108, 10=107. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss PBE08 Truss Type GABLE Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353976 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-bf4eMaeoaHQM2mzW8tJKzg1H9a2ZWKf?00bt29yHLOx Scale = 1:41.8 12 3 4 5 6 7 8 9 14 13 12 11 10 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-8-159-8-15 4-10-8 4-10-8 9-8-15 4-10-8 0-6-16-4-70-1-80-6-10-1-816.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-2], [5:Edge,0-1-13], [8:0-4-0,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.04 0.05 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 46 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-9-9. (lb) - Max Horz 2=-157(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 11 except 14=-124(LC 7), 10=-124(LC 8) Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) 0-2-7 to 3-2-7, Exterior(2) 3-2-7 to 4-10-8, Corner(3) 4-10-8 to 7-10-8, Exterior(2) 7-10-8 to 9-6-8 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) 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, 8, 13, 11 except (jt=lb) 14=124, 10=124. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T01 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353977 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-bf4eMaeoaHQM2mzW8tJKzg126avJWGR?00bt29yHLOx Scale = 1:69.6 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 3x4 4x6 4x8 3x4 5x8 2x4 3x4 5x6 3x6 3x4 5x6 7-4-157-4-15 14-9-147-4-15 20-3-35-5-5 25-11-05-7-13 7-4-15 7-4-15 14-9-14 7-4-15 20-3-3 5-5-5 25-11-0 5-7-13 26-9-8 0-10-8 12-6-01-4-1412-6-012.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-1-12], [4:0-3-0,0-3-0], [5:0-2-12,0-1-8], [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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 1.00 0.64 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.26 0.02 0.02 (loc) 11-12 11-12 7 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 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* 4-9,4-8,5-8: 2x3 SPF No.2, 5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-12, 1-11, 2-11, 3-11, 4-9 REACTIONS.(lb/size)12=1328/0-3-8, 7=1268/0-3-8 Max Horz 12=-402(LC 8) Max Uplift 12=-108(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1152/160, 1-2=-590/63, 2-3=-590/63, 3-4=-1080/82, 4-5=-1297/0, 5-7=-1217/21 BOT CHORD 11-12=-34/402, 9-11=0/680, 8-9=0/840 WEBS 1-11=-122/1134, 2-11=-512/216, 3-9=-74/477, 4-9=-255/195, 5-8=0/754 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-9-14, Exterior(2) 14-9-14 to 17-9-14, Interior(1) 17-9-14 to 26-9-8 zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=108. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T02 Truss Type PIGGYBACK BASE Qty 5 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353978 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-3se0ZweQLbYDfwYiharZVtZJl_FCFga9FgKRabyHLOw Scale = 1:72.6 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 5x8 5x8 4x8 2x4 2x4 2x4 2x4 2x4 6x16 3x4 5x12 3x12 5x6 3x6 4x6 2-2-02-2-0 12-1-09-11-0 14-9-142-8-14 20-4-05-6-2 25-11-05-7-0 2-2-0 2-2-0 7-1-8 4-11-8 12-1-0 4-11-8 14-9-14 2-8-14 20-4-0 5-6-2 25-11-0 5-7-0 26-9-8 0-10-8 12-6-01-4-141-0-012-6-012.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-1-12], [6:0-3-0,0-3-0], [7:0-2-12,0-1-8], [10:0-2-8,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.62 0.60 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.49 -0.92 0.07 0.03 (loc) 13-14 13-14 9 13-14 l/defl >630 >334 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 194 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 14-16,11-13,6-11,6-10,7-10: 2x3 SPF No.2, 7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 2-14, 4-13 WEBS 1 Row at midpt 3-14, 5-11, 6-11 2 Rows at 1/3 pts 1-16 REACTIONS.(lb/size)16=1238/0-3-8, 9=1230/0-3-8 Max Horz 16=-360(LC 5) Max Uplift 16=-144(LC 5), 9=-36(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1321/125, 3-4=-728/156, 4-5=-722/156, 5-6=-1023/180, 6-7=-1257/85, 7-9=-1185/94 BOT CHORD 13-14=-135/554, 11-12=-256/0, 10-11=0/813 WEBS 14-16=-38/470, 1-14=-33/1301, 3-14=-791/187, 3-13=-101/420, 11-13=0/954, 5-13=-180/422, 6-11=-286/186, 7-10=0/737 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-9-14, Exterior(2) 14-9-14 to 17-9-14, Interior(1) 17-9-14 to 26-9-8 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 16=144. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353979 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-X2COmGf26vg4H47uFIMo256UTNZj_6HITK4_61yHLOv Scale = 1:72.6 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 5x8 5x8 4x8 3x4 2x4 2x4 2x4 3x4 6x16 3x4 5x12 4x8 3x4 4x8 2-2-02-2-0 12-1-09-11-0 14-9-142-8-14 25-8-010-10-2 2-2-0 2-2-0 7-1-8 4-11-8 12-1-0 4-11-8 14-9-14 2-8-14 20-3-0 5-5-2 25-8-0 5-5-0 12-6-01-7-141-0-012-6-012.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-1-12] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.63 0.71 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.49 -0.91 0.07 0.03 (loc) 11-12 11-12 8 11-12 l/defl >626 >333 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 189 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-12,8-10: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 12-14,9-11,6-9,6-8: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 2-12, 4-11 WEBS 1 Row at midpt 3-12, 6-9, 6-8 2 Rows at 1/3 pts 1-14 REACTIONS.(lb/size)14=1241/0-3-8, 8=1228/Mechanical Max Horz 14=-342(LC 5) Max Uplift 14=-145(LC 5), 8=-4(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1324/132, 3-4=-732/160, 4-5=-726/160, 5-6=-1070/170, 6-7=-386/102, 7-8=-341/94 BOT CHORD 11-12=-148/556, 9-10=-331/0, 8-9=0/757 WEBS 12-14=-51/442, 1-12=-40/1304, 3-12=-795/187, 3-11=-101/425, 9-11=0/1072, 5-11=-221/287, 6-8=-898/47 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-9-14, Exterior(2) 14-9-14 to 17-9-14, Interior(1) 17-9-14 to 25-6-4 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 14=145. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353980 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-0Emm_bggsCoxvEi5p?t1bIeYznwVjXHRi_pXfTyHLOu Scale = 1:75.8 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 23 24 25 5x8 5x8 5x8 6x10 3x4 2x4 2x4 2x4 2x4 3x6 6x16 3x6 4x10 5x12 5x8 8x10 5x8 2-2-02-2-0 12-1-09-11-0 14-9-142-8-14 21-11-117-1-13 30-11-08-11-5 2-2-0 2-2-0 7-1-8 4-11-8 12-1-0 4-11-8 14-9-14 2-8-14 20-0-0 5-2-2 21-11-11 1-11-11 30-11-0 8-11-5 12-6-05-1-115-1-111-0-012-6-012.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-1-12] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.96 0.67 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.53 -1.01 0.08 0.08 (loc) 14-15 14-15 9 10-12 l/defl >696 >365 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 220 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SPF No.2, 7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 14-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 8-9: 2x4 SPF-S Stud, 15-17,12-14,6-12,6-10,7-10,8-10: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-9 max.): 1-5, 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 2-15, 4-14 WEBS 1 Row at midpt 8-9, 3-15, 6-12, 7-10 2 Rows at 1/3 pts 1-17 REACTIONS.(lb/size)17=1471/0-3-8, 9=1359/0-3-8 Max Horz 17=-283(LC 5) Max Uplift 17=-116(LC 5), 9=-75(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-1548/146, 1-2=-255/149, 2-3=-264/150, 3-4=-979/163, 4-5=-974/164, 5-6=-1436/174, 6-7=-2765/133, 7-8=-1874/63, 8-9=-1283/118 BOT CHORD 14-15=-150/698, 12-13=-274/0, 10-12=-60/1473 WEBS 15-17=-39/350, 1-15=-54/1527, 3-15=-1047/162, 3-14=-76/677, 12-14=0/1279, 5-14=-168/284, 5-12=-120/466, 6-12=-927/166, 6-10=-89/1547, 7-10=-2255/216, 8-10=-69/2094 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-2-14, Interior(1) 3-2-14 to 14-9-14, Exterior(2) 14-9-14 to 17-11-0, Interior(1) 17-11-0 to 30-9-4 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 17=116. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353981 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-UQK8BxhJdWwnWOHHNjOG7WBoPBFHS?zbxeZ5BwyHLOt Scale = 1:73.6 1 2 3 4 5 6 13 12 11 10 9 8 7 14 15 16 17 18 19 20 21 22 3x4 5x6 5x8 6x6 3x4 3x6 3x6 5x12 2x4 4x6 3x6 2x4 4x8 7-4-157-4-15 14-9-147-4-15 19-3-114-5-13 25-0-135-9-3 30-11-05-10-3 7-4-15 7-4-15 14-9-14 7-4-15 19-3-11 4-5-13 25-0-13 5-9-3 30-11-0 5-10-3 12-6-07-9-117-9-1112-6-012.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-1-12], [9:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.66 0.76 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.28 0.05 0.04 (loc) 11-12 11-12 7 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 196 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-13: 2x4 SPF 2100F 1.8E, 6-7: 2x4 SPF-S Stud 4-11,4-9,5-8: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-13 max.): 1-3, 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-13, 6-7, 1-12, 2-12, 3-12, 4-11, 5-7 REACTIONS.(lb/size)13=1605/0-3-8, 7=1554/0-3-8 Max Horz 13=-261(LC 8) Max Uplift 13=-94(LC 6), 7=-108(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1429/158, 1-2=-755/62, 2-3=-757/61, 3-4=-1519/75, 4-5=-1503/39 BOT CHORD 12-13=-121/317, 11-12=-124/1016, 9-11=-113/1509, 8-9=-118/1033, 7-8=-118/1033 WEBS 1-12=-120/1454, 2-12=-499/210, 3-12=-502/105, 3-11=-39/1101, 4-11=-966/128, 4-9=-462/46, 5-9=0/781, 5-8=0/319, 5-7=-1696/102 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-2-14, Interior(1) 3-2-14 to 14-9-14, Exterior(2) 14-9-14 to 17-11-0, Interior(1) 17-11-0 to 30-9-4 zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 7=108. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353982 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-ydtXPHhxOq2e8XsTwQvVgjk0Jbf8BS7k9IIejMyHLOs Scale = 1:70.5 12 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 4x6 8x8 3x4 3x8 3x6 3x4 3x6 3x4 3x6 3x6 3x4 7-8-67-8-6 12-2-114-6-5 19-11-07-8-6 -0-10-8 0-10-8 2-9-0 2-9-0 7-8-6 4-11-6 12-2-11 4-6-5 17-2-0 4-11-5 19-11-0 2-9-0 20-9-8 0-10-8 2-2-1412-6-02-2-1412-6-016.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-13,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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.46 0.47 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.27 0.01 0.01 (loc) 9-10 9-10 9 10 l/defl >999 >878 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 127 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* 4-12,5-12,5-10: 2x4 SPF No.2, 2-13,7-9: 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 5-12 REACTIONS.(lb/size)13=984/0-3-8, 9=992/0-3-8 Max Horz 13=-332(LC 5) Max Uplift 13=-30(LC 8), 9=-30(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-741/197, 4-5=-370/192, 5-6=-750/197 BOT CHORD 12-13=-228/367, 10-12=-63/375, 9-10=-8/371 WEBS 3-13=-755/44, 6-9=-764/44 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 7-8-6, Exterior(2) 7-8-6 to 16-5-9, Interior(1) 16-5-9 to 20-9-8 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) 13, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T07 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353983 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-QpRvcdiZ97AVmhRgU7QkCxGD3?0yw_8uOy2CGoyHLOr Scale = 1:73.5 1 2 3 4 5 6 7 16 15 14 13 12 11 10 9 8 17 18 19 3x6 8x8 8x8 2x4 3x8 5x8 3x8 2x4 3x6 3x6 3x6 3x6 8x10 3x6 8x10 2-3-82-3-8 7-8-65-4-14 9-11-82-3-2 12-2-112-3-3 17-7-85-4-13 19-11-02-3-8 2-3-8 2-3-8 7-8-6 5-4-14 12-2-11 4-6-5 17-7-8 5-4-13 19-11-0 2-3-8 20-9-8 0-10-8 2-2-1412-6-02-2-149-3-111-0-01-0-012-6-016.00 12 13.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-1-8], [3:0-2-13,Edge], [4:0-2-13,Edge], [6:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.33 0.37 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.17 0.33 0.06 (loc) 12 13-14 8 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 111 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-15,5-9: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 1-16,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-15 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)16=783/0-3-8, 8=848/0-3-8 Max Horz 16=-315(LC 5) Max Uplift 16=-28(LC 8), 8=-25(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-691/41, 2-3=-1351/253, 3-4=-1339/324, 4-5=-1349/187, 5-6=-686/71, 1-16=-762/26, 6-8=-823/80 BOT CHORD 2-14=-596/228, 13-14=-443/674, 12-13=-418/1050, 11-12=-232/1048, 10-11=-36/664, 5-10=-592/68 WEBS 2-13=0/410, 3-12=-190/984, 4-12=-389/986, 5-11=-180/500, 14-16=-265/345, 1-14=-32/465, 6-10=-0/465 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-8-6, Exterior(2) 7-8-6 to 16-5-9, Interior(1) 16-5-9 to 20-9-8 zone; end vertical 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) 16, 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T08 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353984 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-QpRvcdiZ97AVmhRgU7QkCxGDD?0?w_EuOy2CGoyHLOr Scale = 1:73.5 1 2 3 4 5 6 15 14 13 12 11 10 9 8 7 16 17 18 3x6 8x8 8x8 3x6 2x4 3x8 5x8 3x8 2x4 3x6 3x6 3x6 8x10 3x6 8x10 2-3-82-3-8 7-8-65-4-14 9-11-82-3-2 12-2-112-3-3 17-7-85-4-13 19-7-82-0-0 2-3-8 2-3-8 7-8-6 5-4-14 12-2-11 4-6-5 17-7-8 5-4-13 19-7-8 2-0-0 2-2-1412-6-02-7-99-3-111-0-01-0-012-6-016.00 12 13.00 12 Plate Offsets (X,Y)-- [3:0-2-13,Edge], [4:0-2-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.32 0.36 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 0.32 0.06 (loc) 11 12-13 7 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 108 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-14,5-8: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 1-15,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-12 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)15=773/0-3-8, 7=773/Mechanical Max Horz 15=253(LC 6) Max Uplift 15=-22(LC 8), 7=-25(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-682/63, 2-3=-1327/215, 3-4=-1304/267, 4-5=-1311/151, 5-6=-587/49, 1-15=-752/51, 6-7=-754/47 BOT CHORD 2-13=-588/211, 12-13=-409/666, 11-12=-357/1029, 10-11=-173/1014, 9-10=-92/597, 5-9=-626/142 WEBS 2-12=0/303, 3-11=-135/951, 4-11=-332/967, 5-10=-155/368, 13-15=-245/271, 1-13=-42/459, 6-9=-51/466 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-8-6, Exterior(2) 7-8-6 to 16-5-9, Interior(1) 16-5-9 to 19-5-12 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. 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) 15, 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T09 Truss Type Roof Special Qty 2 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353985 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-u??HqzjBwRIMNr0s2ryzl8pT7OR8fWv1dcnloFyHLOq Scale = 1:30.0 1 2 3 4 8 7 6 5 2x4 3x6 4x6 4x8 2x4 3x4 5x6 3x8 1-0-71-0-7 2-3-81-3-1 3-7-81-4-0 1-0-7 1-0-7 1-11-7 0-11-1 3-7-8 1-8-1 1-5-132-3-23-1-85-4-33-4-32-0-09.00 12 11.25 12 16.00 12 12.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.01 0.00 (loc) 7 6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=135/0-3-8, 5=134/Mechanical Max Horz 8=130(LC 7) Max Uplift 5=-117(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 1-0-7, Interior(1) 1-0-7 to 3-6-2 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) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=117. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T10 Truss Type COMMON Qty 4 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353986 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-MCZf1JkphlQD??a2cYTCIMMb1ojNOu8BsGXIKhyHLOp Scale: 3/16"=1' 1 2 3 4 5 8 7 6 9 10 11 12 2x4 4x6 2x4 3x8 3x4 3x4 3x6 3x6 6-7-86-7-8 13-3-06-7-8 2-6-0 2-6-0 6-7-8 4-1-8 10-9-0 4-1-8 13-3-0 2-6-0 1-8-710-6-71-8-716.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-13] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.31 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 0.01 0.01 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-8,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=518/0-3-8, 6=518/0-3-8 Max Horz 8=-269(LC 5) Max Uplift 8=-35(LC 8), 6=-35(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-404/165, 3-4=-404/165 BOT CHORD 7-8=-166/255 WEBS 3-7=-148/299, 2-8=-428/75, 4-6=-428/75 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-7-8, Exterior(2) 6-7-8 to 9-7-8, Interior(1) 9-7-8 to 13-1-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T11 Truss Type Common Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353987 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-MCZf1JkphlQD??a2cYTCIMMafoiuOuCBsGXIKhyHLOp Scale: 3/16"=1' 1 2 3 4 5 8 7 6 9 10 11 12 2x4 4x6 2x4 3x8 3x4 3x4 3x6 3x6 6-7-86-7-8 13-2-86-7-0 13-3-00-0-8 2-6-0 2-6-0 6-7-8 4-1-8 10-9-0 4-1-8 13-3-0 2-6-0 1-8-710-6-71-8-716.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-13] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.26 0.34 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 0.01 0.01 (loc) 7-8 7-8 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-8,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=518/0-3-8, 6=518/0-3-0 Max Horz 8=218(LC 6) Max Uplift 8=-35(LC 8), 6=-35(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-404/164, 3-4=-404/164 WEBS 3-7=-146/299, 2-8=-428/61, 4-6=-428/61 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-7-8, Exterior(2) 6-7-8 to 9-7-8, Interior(1) 9-7-8 to 13-1-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T12 Truss Type Common Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353988 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-qO71EflRS2Y4d99F9G_RqZulrC2D7LnK4vGss7yHLOo Scale: 3/16"=1' 1 2 3 4 7 6 5 8 9 10 114x6 4x6 2x4 2x4 3x8 3x4 3x6 4-4-84-4-8 10-11-86-7-0 11-0-00-0-8 4-4-8 4-4-8 8-6-0 4-1-8 11-0-0 2-6-0 4-8-710-6-71-8-716.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-1-8], [2:Edge,0-1-13] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.30 0.33 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 0.00 0.01 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=428/0-3-8, 5=428/0-3-0 Max Horz 7=-299(LC 5) Max Uplift 7=-54(LC 8), 5=-26(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-297/144, 2-3=-305/170, 1-7=-399/102 BOT CHORD 6-7=-228/270 WEBS 3-5=-324/80 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-4-8, Exterior(2) 4-4-8 to 7-4-8, Interior(1) 7-4-8 to 10-10-4 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) 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) 7, 5. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T13 Truss Type Common Qty 5 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353989 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-qO71EflRS2Y4d99F9G_RqZumZC3Z7NmK4vGss7yHLOo Scale: 3/16"=1' 1 2 3 4 7 6 5 8 9 10 3x6 4x6 2x4 2x4 3x8 3x4 3x6 4-4-84-4-8 10-8-86-4-0 4-4-8 4-4-8 8-6-0 4-1-8 10-8-8 2-2-8 4-8-710-6-72-1-216.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-1-8], [2:Edge,0-1-13] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.25 0.31 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=417/0-3-8, 5=417/Mechanical Max Horz 7=-195(LC 5) Max Uplift 7=-66(LC 8), 5=-15(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-288/125, 2-3=-296/142, 1-7=-386/86 WEBS 3-5=-338/50 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-4-8, Exterior(2) 4-4-8 to 7-4-8, Interior(1) 7-4-8 to 10-6-12 zone;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) 7, 5. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353990 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-IahQS?l3DMgxFJkRjzVgNnRmicEbskwTJZ0PPayHLOn Scale = 1:77.6 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 3x4 4x8 3x8 5x8 5x6 3x6 3x8 5x12 2x4 3x6 3x6 3x6 5x6 5x6 8-10-78-10-7 17-8-148-10-7 18-4-110-7-13 24-2-55-9-11 30-0-05-9-11 8-10-7 8-10-7 17-8-14 8-10-7 18-4-11 0-7-13 24-2-5 5-9-11 30-0-0 5-9-11 12-6-011-7-1111-7-1112-6-012.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-1-12] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.93 0.96 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.50 0.03 0.05 (loc) 13-14 13-14 8 11-13 l/defl >999 >720 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 223 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-14: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-2 max.): 1-4, 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-14, 1-13, 2-13, 4-13, 5-10, 6-9, 5-11 2 Rows at 1/3 pts 7-8 REACTIONS.(lb/size)14=1576/Mechanical, 8=1583/0-3-8 Max Horz 14=-202(LC 8) Max Uplift 14=-141(LC 6), 8=-199(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1362/184, 1-2=-835/72, 2-4=-838/72, 4-5=-1276/129, 5-6=-962/102, 6-7=-661/129, 7-8=-1449/208 BOT CHORD 13-14=-169/310, 11-13=-215/956, 10-11=-215/971, 9-10=-170/661 WEBS 1-13=-120/1406, 2-13=-594/248, 4-11=-80/750, 5-10=-743/50, 6-10=-100/675, 6-9=-1016/273, 7-9=-191/1466, 5-11=-264/148 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 17-8-14, Exterior(2) 17-8-14 to 18-4-11, Interior(1) 18-4-11 to 29-10-4 zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=141, 8=199. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T15 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353991 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-nnFofKmi_goosSJdHh0vv__?C?jwbGLdYDlzx0yHLOm Scale = 1:68.612345 10 9 8 7 6 11 12 13 14 15 16 2x4 3x6 3x4 6x16 3x4 3x4 4x8 2x4 3x4 3x6 3x4 6-6-16-6-1 12-10-76-4-5 19-8-06-9-9 6-6-1 6-6-1 12-10-7 6-4-5 19-8-0 6-9-9 12-6-011-1-1212-6-0LOADING (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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.69 0.44 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.18 0.23 0.02 (loc) 6-7 6-7 12 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 146 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-10, 1-9, 2-9, 4-9, 4-7, 5-7 REACTIONS.(lb/size)10=1030/Mechanical, 12=1015/0-3-0 Max Uplift 10=-67(LC 5), 12=-65(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-873/98, 1-2=-377/25, 2-4=-377/25, 4-5=-400/26 BOT CHORD 7-9=-26/400 WEBS 1-9=-54/800, 2-9=-402/129, 4-7=-397/130, 5-7=-52/806, 5-12=-1047/68 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 19-2-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 12 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) 10, 12. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T16 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353992 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-FzpAtgnKlzwfUcuprOX8SCWGpP6bKkRmmtVWTSyHLOl Scale = 1:70.7 1 2 3 6 5 4 7 8 9 10 11 2x4 3x4 5x8 2x4 2x4 3x8 3x4 4-4-44-4-4 9-0-04-7-12 4-4-4 4-4-4 9-0-0 4-7-12 12-6-011-1-1212-6-0Plate Offsets (X,Y)-- [3:0-1-12,0-2-12] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.31 0.16 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 0.09 0.01 (loc) 4-5 4-5 8 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 91 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-6, 3-5, 2-5, 1-5 REACTIONS.(lb/size)6=465/Mechanical, 8=433/0-3-0 Max Uplift 6=-30(LC 5), 8=-28(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-365/69 WEBS 3-5=-20/260, 2-5=-322/101, 1-5=-20/282, 3-8=-445/29 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-6-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T17 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353993 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-FzpAtgnKlzwfUcuprOX8SCWF_P67KmimmtVWTSyHLOl Scale = 1:72.7 1 2 3 7 6 5 4 8 9 10 11 3x4 3x4 5x8 3x4 2x4 2x4 6x10 3x4 3-7-03-7-0 9-0-05-5-0 3-7-0 3-7-0 9-0-0 5-5-0 12-6-011-6-011-1-121-0-012-6-0Plate Offsets (X,Y)-- [3:0-1-12,0-2-12] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.37 0.19 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.10 0.10 0.01 (loc) 4-5 4-5 9 2 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 90 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* 5-7: 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 2-5 WEBS 1 Row at midpt 1-7 REACTIONS.(lb/size)7=378/Mechanical, 9=427/0-3-0 Max Uplift 7=-30(LC 5), 9=-28(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-357/68 BOT CHORD 2-5=-326/110 WEBS 1-5=-33/311, 3-9=-442/30 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-5-4, Interior(1) 3-5-4 to 8-6-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 9 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) 7, 9. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T18 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353994 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-j9MY40oyWH2W6mT0O62N?P3LOpGx30Xw?XE3?uyHLOk Scale = 1:67.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 3x4 4x8 4x6 4x6 4x8 3x4 5x8 3x6 5x12 3x6 3x6 3x8 2x4 3x6 4x8 2-4-102-4-10 8-11-46-6-10 14-11-106-0-6 21-0-06-0-6 27-6-66-6-6 30-7-03-0-10 -0-10-8 0-10-8 2-4-10 2-4-10 8-11-4 6-6-10 14-11-10 6-0-6 21-0-0 6-0-6 27-6-6 6-6-6 30-7-0 3-0-10 1-6-010-5-411-1-41-6-40-8-02-9-28-4-212.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-8], [4:0-4-4,0-1-12], [6:0-4-4,0-1-12], [8:0-3-0,0-1-12], [11:0-2-8,0-1-8], [14:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.64 0.92 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.37 0.52 0.08 (loc) 11-12 10-11 9 14-15 l/defl >999 >985 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 138 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* 2-16,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-6 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-11 REACTIONS.(lb/size)16=1401/0-3-8, 9=1333/0-3-8 Max Horz 16=270(LC 6) Max Uplift 16=-48(LC 7), 9=-21(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-1353/214, 2-3=-2897/493, 3-4=-1708/127, 4-5=-1342/162, 5-6=-1342/162, 6-7=-1767/135, 7-8=-3534/186, 8-9=-1311/72 BOT CHORD 15-16=-338/346, 14-15=-545/1988, 12-14=-178/1112, 11-12=-60/1157, 10-11=-119/2387 WEBS 2-15=-345/2190, 3-15=-298/813, 3-14=-906/377, 4-14=-4/442, 4-12=-161/459, 5-12=-388/172, 6-12=-163/395, 6-11=0/543, 7-11=-1271/199, 7-10=-2/1296, 8-10=-124/2726 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 2-2-3, Interior(1) 2-2-3 to 8-11-4, Exterior(2) 8-11-4 to 13-3-2, Interior(1) 13-3-2 to 21-0-0, Exterior(2) 21-0-0 to 25-3-14, Interior(1) 25-3-14 to 30-5-4 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) 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) Bearing at joint(s) 16, 9 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) 16, 9. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T19 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353995 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-BMwwIMoaHbANjw2CypacXdcXaDfooXC3EB_dYLyHLOj Scale = 1:55.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 5x6 4x6 4x6 3x4 3x4 3x6 3x4 3x8 2x4 3x4 3x4 5x8 4x6 3x6 7-0-07-0-0 8-11-41-11-4 14-11-106-0-6 21-0-06-0-6 30-7-09-7-0 -0-10-8 0-10-8 7-0-0 7-0-0 8-11-4 1-11-4 14-11-10 6-0-6 21-0-0 6-0-6 25-8-4 4-8-4 30-7-0 4-10-12 31-5-8 0-10-8 1-1-146-4-148-4-21-1-148-4-29.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [6:0-4-4,0-2-0], [15:0-2-8,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.62 0.75 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.56 0.06 0.03 (loc) 10-11 10-11 10 13 l/defl >999 >654 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 140 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* 2-16,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-8 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-10 REACTIONS.(lb/size)16=1400/0-3-8, 10=1395/0-3-8 Max Horz 16=200(LC 6) Max Uplift 16=-55(LC 7), 10=-59(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1660/93, 3-4=-1599/173, 4-5=-1343/149, 5-6=-1343/149, 6-7=-1525/126, 7-8=-365/85, 2-16=-1328/116, 8-10=-376/111 BOT CHORD 15-16=-240/339, 14-15=-124/1217, 13-14=-108/1101, 11-13=-11/1151, 10-11=-4/1197 WEBS 3-14=-388/139, 4-14=-91/568, 4-13=-130/465, 5-13=-407/173, 6-13=-150/396, 6-11=0/343, 2-15=-70/885, 7-10=-1349/52 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 2-2-3, Interior(1) 2-2-3 to 8-11-4, Exterior(2) 8-11-4 to 11-11-15, Interior(1) 11-11-15 to 21-0-0, Exterior(2) 21-0-0 to 24-0-11, Interior(1) 24-0-11 to 31-5-8 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) The Fabrication Tolerance at joint 2 = 4% 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) 16, 10. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T20 Truss Type PIGGYBACK BASE Qty 5 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353996 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-fYUJVipC2uIEL4dOWW5r4q8kBd35XvzCTrjA4nyHLOi Scale = 1:79.9 1 2 3 4 5 6 7 8 9 10 111222 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 3x4 4x8 4x6 4x6 3x4 4x8 3x6 5x8 3x4 8x10 3x8 3x6 3x8 2x4 4x6 4x8 8x10 3x12 5x6 5x6 2-4-102-4-10 8-11-46-6-10 14-11-106-0-6 21-0-06-0-6 24-6-03-6-0 27-6-63-0-6 30-1-72-7-1 32-11-02-9-9 -0-10-8 0-10-8 2-4-10 2-4-10 8-11-4 6-6-10 14-11-10 6-0-6 21-0-0 6-0-6 24-6-0 3-6-0 27-6-6 3-0-6 30-1-7 2-7-1 32-11-0 2-9-9 33-5-8 0-6-8 1-6-010-5-413-3-41-4-42-10-04-11-28-4-212.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [4:0-4-4,0-1-12], [6:0-4-4,0-1-12], [11:0-3-4,0-1-8], [16:0-2-8,0-2-8], [17:0-2-8,0-2-0], [20:0-2-8,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.50 0.49 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.53 0.74 0.10 (loc) 15-16 15-16 13 15-16 l/defl >999 >732 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 190 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E *Except* 13-15: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 2-22,11-13: 2x4 SPF-S Stud, 3-21,8-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22. REACTIONS.(lb/size)22=1502/0-3-8, 13=1459/0-5-8 Max Horz 22=-310(LC 5) Max Uplift 22=-44(LC 7), 13=-61(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-1460/205, 2-3=-3105/461, 3-4=-1862/110, 4-5=-1530/141, 5-6=-1530/141, 6-7=-2053/134, 7-8=-2858/74, 8-9=-5927/0, 9-11=-3613/68, 11-13=-1401/96 BOT CHORD 21-22=-338/427, 20-21=-509/2103, 18-20=-164/1223, 17-18=-38/1409, 16-17=0/2008, 15-16=0/3875, 14-15=0/3380 WEBS 2-21=-314/2325, 3-21=-286/868, 3-20=-911/356, 4-20=-3/449, 4-18=-155/583, 5-18=-397/178, 6-18=-162/310, 6-17=0/970, 7-17=-978/69, 8-15=0/3082, 9-15=0/1868, 9-14=-1039/36, 11-14=0/2700, 7-16=0/1133, 8-16=-2137/11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 2-6-6, Interior(1) 2-6-6 to 8-11-4, Exterior(2) 8-11-4 to 13-7-2, Interior(1) 13-7-2 to 21-0-0, Exterior(2) 21-0-0 to 25-7-14, Interior(1) 25-7-14 to 33-5-8 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) Bearing at joint(s) 22, 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) 22, 13. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T22 Truss Type Piggyback Base Qty 4 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353997 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-bxc3wOrSZWZxaNnndx7J9FE1HQem?qEVw9CH8gyHLOg Scale = 1:67.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 3x4 4x8 4x6 4x6 4x10 3x4 5x8 3x6 5x12 3x6 3x6 3x8 2x4 3x6 4x8 2-4-102-4-10 8-11-46-6-10 14-11-106-0-6 21-0-06-0-6 27-6-66-6-6 30-7-03-0-10 -0-10-8 0-10-8 2-4-10 2-4-10 8-11-4 6-6-10 14-11-10 6-0-6 21-0-0 6-0-6 27-6-6 6-6-6 30-7-0 3-0-10 31-5-8 0-10-8 1-6-010-5-411-1-41-6-40-8-02-9-28-4-212.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-8], [4:0-4-4,0-1-12], [6:0-4-4,0-1-12], [8:0-3-0,0-1-12], [12:0-2-8,0-1-8], [15:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.65 0.93 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.38 0.53 0.08 (loc) 12-13 11-12 10 15-16 l/defl >999 >963 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 139 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* 2-17,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-6 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 7-12 REACTIONS.(lb/size)17=1400/0-3-8, 10=1395/0-3-8 Max Horz 17=-269(LC 5) Max Uplift 17=-48(LC 7), 10=-53(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-1352/202, 2-3=-2894/467, 3-4=-1707/120, 4-5=-1340/149, 5-6=-1340/149, 6-7=-1763/116, 7-8=-3579/82, 8-10=-1366/83 BOT CHORD 16-17=-321/368, 15-16=-516/1987, 13-15=-163/1111, 12-13=-45/1155, 11-12=-3/2409 WEBS 2-16=-326/2188, 3-16=-280/812, 3-15=-905/363, 4-15=-0/442, 4-13=-162/458, 5-13=-388/172, 6-13=-163/395, 6-12=0/538, 7-12=-1297/141, 7-11=0/1342, 8-11=-13/2777 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 2-2-3, Interior(1) 2-2-3 to 8-11-4, Exterior(2) 8-11-4 to 13-3-2, Interior(1) 13-3-2 to 21-0-0, Exterior(2) 21-0-0 to 25-3-14, Interior(1) 25-3-14 to 31-5-8 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) Bearing at joint(s) 17, 10 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) 17, 10. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T23 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353998 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-YJkpL4sj57pfqhwAlM9nEgJMWEJlTl7oNThODYyHLOe Scale = 1:69.1 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 5x6 4x6 6x8 4x8 3x4 3x4 3x8 3x6 2x4 6x10 2x4 2x4 6x16 3x6 5x12 3x4 8x16 3x6 5x8 7-0-07-0-0 8-11-41-11-4 18-10-89-11-4 23-10-85-0-0 27-6-63-7-14 30-7-03-0-10 -0-10-8 0-10-8 7-0-0 7-0-0 8-11-4 1-11-4 13-10-14 4-11-10 18-10-8 4-11-10 21-0-0 2-1-8 23-10-8 2-10-8 27-6-6 3-7-14 30-7-0 3-0-10 31-5-8 0-10-8 1-1-146-4-148-4-211-1-41-6-42-9-24-9-28-4-29.00 12 12.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [7:0-2-8,Edge], [10:0-2-15,0-2-0], [17:Edge,0-2-8], [20:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.67 0.96 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.80 0.45 0.09 (loc) 17-18 17-18 12 15-16 l/defl >999 >452 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-17,8-14: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 10-12: 2x4 SPF-S Stud, 2-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-14 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18 REACTIONS.(lb/size)12=1273/0-3-8, 21=1273/0-3-8 Max Horz 21=-261(LC 5) Max Uplift 12=-65(LC 8), 21=-51(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1479/89, 3-4=-1409/154, 4-5=-974/122, 5-6=-1439/94, 6-7=-1444/91, 7-8=-2925/104, 8-9=-2922/0, 9-10=-2980/26, 10-12=-1266/97, 2-21=-1200/113 BOT CHORD 20-21=-247/348, 18-20=-136/1073, 15-16=-48/1298 WEBS 3-18=-357/169, 4-18=-60/784, 5-18=-634/124, 16-18=-163/1268, 5-16=0/284, 7-16=-122/487, 13-15=0/2334, 10-13=0/2218, 2-20=-68/744, 7-15=-23/1649 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 2-2-3, Interior(1) 2-2-3 to 8-11-4, Exterior(2) 8-11-4 to 11-11-15, Interior(1) 11-11-15 to 21-0-0, Exterior(2) 21-0-0 to 23-11-12, Interior(1) 23-11-12 to 31-5-8 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) The Fabrication Tolerance at joint 15 = 16%, joint 2 = 8% 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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 21. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T24 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39353999 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-0VHCYPtLsRxWRrVMJ4g0nusXGef_CCEyc7Rxl_yHLOd Scale = 1:68.5 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 5x6 4x6 6x8 3x12 3x4 3x4 3x8 3x6 2x4 6x10 2x4 2x4 6x16 3x6 5x12 3x4 8x16 3x6 5x8 7-0-07-0-0 8-11-41-11-4 18-10-89-11-4 23-10-85-0-0 27-6-63-7-14 30-7-03-0-10 -0-10-8 0-10-8 7-0-0 7-0-0 8-11-4 1-11-4 13-10-14 4-11-10 18-10-8 4-11-10 21-0-0 2-1-8 23-10-8 2-10-8 27-6-6 3-7-14 30-7-0 3-0-10 1-1-146-4-148-4-211-1-41-6-42-9-24-9-28-4-29.00 12 12.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [7:0-2-8,Edge], [10:0-3-4,0-1-8], [16:Edge,0-2-8], [19:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.67 0.96 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.80 0.46 0.09 (loc) 16-17 16-17 11 14-15 l/defl >999 >452 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-16,8-13: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 10-11: 2x4 SPF-S Stud, 2-20: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-13 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17 REACTIONS.(lb/size)11=1211/0-3-8, 20=1274/0-3-8 Max Horz 20=-245(LC 5) Max Uplift 11=-29(LC 8), 20=-52(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1481/91, 3-4=-1411/156, 4-5=-976/126, 5-6=-1442/119, 6-7=-1447/117, 7-8=-2935/185, 8-9=-2935/78, 9-10=-3002/116, 10-11=-1204/77, 2-20=-1201/114 BOT CHORD 19-20=-259/335, 17-19=-149/1074, 14-15=-67/1302 WEBS 3-17=-357/169, 4-17=-64/785, 5-17=-636/130, 15-17=-178/1270, 5-15=0/286, 7-15=-121/487, 12-14=-56/2360, 10-12=-40/2241, 2-19=-70/745, 7-14=-90/1657 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 2-2-3, Interior(1) 2-2-3 to 8-11-4, Exterior(2) 8-11-4 to 11-11-15, Interior(1) 11-11-15 to 21-0-0, Exterior(2) 21-0-0 to 23-11-12, Interior(1) 23-11-12 to 30-5-4 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) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 14 = 16%, joint 2 = 8% 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 20. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T25 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39354000 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-Uiramluzdk3N3?4YsnCFJ5Oio1?uxdW5rnAUHRyHLOc Scale = 1:67.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 5x6 4x6 4x6 4x8 3x4 3x4 3x6 5x12 3x6 3x4 3x8 2x4 3x6 4x8 5x8 7-0-07-0-0 8-11-41-11-4 14-11-106-0-6 21-0-06-0-6 27-6-66-6-6 30-7-03-0-10 -0-10-8 0-10-8 7-0-0 7-0-0 8-11-4 1-11-4 14-11-10 6-0-6 21-0-0 6-0-6 27-6-6 6-6-6 30-7-0 3-0-10 1-1-146-4-148-4-211-1-41-6-42-9-28-4-29.00 12 12.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [6:0-4-4,0-1-12], [8:0-3-0,0-1-12], [11:0-2-8,0-1-8], [15:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.68 0.92 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.35 0.32 0.07 (loc) 11-12 10-11 9 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 142 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* 8-9: 2x4 SPF-S Stud, 2-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-4 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-11 REACTIONS.(lb/size)9=1333/0-3-8, 16=1401/0-3-8 Max Horz 16=-245(LC 5) Max Uplift 9=-29(LC 8), 16=-52(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1661/89, 3-4=-1600/169, 4-5=-1345/146, 5-6=-1345/146, 6-7=-1767/120, 7-8=-3535/161, 8-9=-1311/63, 2-16=-1329/113 BOT CHORD 15-16=-261/339, 14-15=-148/1218, 12-14=-132/1102, 11-12=-40/1157, 10-11=-102/2387 WEBS 3-14=-389/137, 4-14=-93/565, 4-12=-122/467, 5-12=-402/178, 6-12=-143/400, 6-11=0/541, 7-11=-1272/201, 7-10=0/1297, 8-10=-106/2727, 2-15=-66/887 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 2-2-3, Interior(1) 2-2-3 to 8-11-4, Exterior(2) 8-11-4 to 11-11-15, Interior(1) 11-11-15 to 21-0-0, Exterior(2) 21-0-0 to 24-0-11, Interior(1) 24-0-11 to 30-5-4 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) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 4% 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) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 16. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T26 Truss Type PIGGYBACK BASE Qty 12 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39354001 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-yuPyz5vbO2BEh9fkQUjUsJxxjRMWgEDE4Rw2qtyHLOb Scale = 1:69.8 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 21 22 23 24 25 26 8x10 4x6 4x6 2x4 3x4 4x8 3x8 3x6 3x4 3x8 2x4 5x6 4x10 3x4 2-2-02-2-0 8-1-15-11-1 17-10-09-8-15 25-11-08-1-0 -3-4-8 3-4-8 2-2-0 2-2-0 3-6-0 1-4-0 8-1-1 4-7-1 12-11-8 4-10-8 17-10-0 4-10-8 22-5-0 4-7-0 25-11-0 3-6-0 26-9-8 0-10-8 1-11-03-8-1111-7-60-10-011-7-610.00 12 16.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-3-2,0-2-0], [7:0-3-2,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.41 0.89 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.41 -0.66 0.05 0.02 (loc) 12-14 12-14 10 12-14 l/defl >748 >469 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-14,6-14,6-12,7-12: 2x4 SPF No.2, 2-16: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 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.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 6-14, 6-12 REACTIONS.(lb/size)16=1378/0-3-8, 10=1191/0-3-8 Max Horz 16=315(LC 6) Max Uplift 16=-125(LC 7), 10=-35(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-826/82, 3-4=-804/24, 4-5=-1118/165, 5-6=-602/163, 6-7=-617/163, 7-8=-1135/168, 8-10=-1247/97, 2-16=-1322/172 BOT CHORD 15-16=-289/266, 14-15=-198/616, 12-14=-104/676, 10-12=0/693 WEBS 5-14=-45/544, 7-12=-38/546, 2-15=0/678, 4-15=-398/159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -3-4-8 to -0-4-8, Interior(1) -0-4-8 to 2-2-0, Exterior(2) 2-2-0 to 5-2-0, Interior(1) 5-2-0 to 8-1-1, Exterior(2) 8-1-1 to 11-1-1, Interior(1) 11-1-1 to 17-10-0, Exterior(2) 17-10-0 to 20-10-0, Interior(1) 20-10-0 to 26-9-8 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) 10 except (jt=lb) 16=125. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T27 Truss Type Piggyback Base Qty 4 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39354002 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-Q4zKBRvD9MJ5IIEx_CEjOWT5VroxPbrOI5fbMJyHLOa Scale = 1:71.5 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 22 21 20 19 18 17 16 27 28 29 30 31 32 33 3x6 2x4 4x6 5x12 4x6 8x8 8x8 2x4 3x4 6x16 4x8 3x4 3x8 2x4 3x4 5x6 5x12 3x4 2x4 2-4-02-4-0 4-2-151-10-15 6-8-22-5-3 12-3-15-6-15 17-10-05-6-15 25-11-08-1-0 -3-4-8 3-4-8 2-4-0 2-4-0 2-10-14 0-6-14 4-2-15 1-4-1 5-5-6 1-2-7 6-8-2 1-2-12 12-3-1 5-6-15 17-10-0 5-6-15 22-5-0 4-7-0 25-11-0 3-6-0 26-9-8 0-10-8 1-11-03-10-59-3-79-6-310-1-1310-9-1411-7-60-10-011-7-610.00 12 4.75 125.69 12 6.69 12 7.75 12 16.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [9:0-5-10,0-2-0], [11:0-2-13,Edge], [14:0-4-3,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 IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.48 0.50 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.22 0.03 0.03 (loc) 16-25 16-25 14 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 211 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-6,3-20,7-20,2-21,12-16,3-7: 2x3 SPF No.2, 2-22: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-21, 9-11. Except: 6-0-0 oc bracing: 3-5 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22. WEBS 1 Row at midpt 9-19, 10-17, 8-20, 3-7 REACTIONS.(lb/size)22=1420/0-3-8, 14=1204/0-3-8 Max Horz 22=317(LC 6) Max Uplift 22=-132(LC 7), 14=-37(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-949/168, 3-21=-383/40, 7-8=-509/178, 8-9=-603/173, 9-10=-710/171, 10-11=-710/171, 11-12=-1126/173, 12-14=-1235/102, 2-22=-1389/295 BOT CHORD 21-22=-287/282, 20-21=-225/630, 19-20=-149/458, 17-19=-139/523, 16-17=-41/607, 14-16=0/698 WEBS 3-20=-523/227, 7-20=-122/987, 8-19=-113/545, 9-19=-322/171, 9-17=-135/451, 10-17=-386/162, 11-17=-168/295, 11-16=-61/332, 2-21=-16/776, 8-20=-549/94, 3-7=-1417/181 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -3-4-8 to -0-4-8, Interior(1) -0-4-8 to 2-5-12, Exterior(2) 1-8-12 to 4-2-15, Interior(1) 4-2-15 to 6-8-2, Exterior(2) 6-8-2 to 9-8-2, Interior(1) 9-8-2 to 17-10-0, Exterior(2) 17-10-0 to 20-10-0, Interior(1) 20-10-0 to 26-9-8 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) 14 except (jt=lb) 22=132. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T28 Truss Type Piggyback Base Qty 4 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39354003 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-uHXiOnwrwfRywSp7Yvlyxk0HIF8f874XXlP9umyHLOZ Scale = 1:69.8 1 23 4 5 6 7 8 11 10 9 16 17 18 19 20 21 4x6 8x8 4x10 3x4 3x4 2x4 3x8 3x4 6x10 8-1-18-1-1 13-5-85-4-7 15-11-02-5-9 -0-10-8 0-10-8 3-6-0 3-6-0 8-1-1 4-7-1 13-5-8 5-4-7 15-11-0 2-5-9 16-9-8 0-10-8 0-10-011-7-68-4-011-7-616.00 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [6:0-2-13,Edge], [7:Edge,0-1-3] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.41 0.46 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.21 0.02 0.01 (loc) 11-14 11-14 2 11-14 l/defl >999 >889 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 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* 4-11,7-10: 2x3 SPF No.2, 7-9: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 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.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-10, 7-9 REACTIONS.(lb/size)2=718/0-3-8, 9=791/0-3-8 Max Horz 2=362(LC 6) Max Uplift 2=-26(LC 7), 9=-90(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-652/127, 4-5=-546/200, 5-6=-257/188, 6-7=-292/289, 7-9=-793/143 BOT CHORD 2-11=-246/366 WEBS 6-11=-137/284, 6-10=-292/210, 7-10=-151/497 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 8-1-1, Exterior(2) 8-1-1 to 12-3-15, Interior(1) 12-3-15 to 13-5-8, Exterior(2) 13-5-8 to 16-9-8 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) 2, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss T29 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39354004 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-MT55b7xUhzZpYcOJ5dGBUxZUofSltcYhmP8iRCyHLOY Scale: 3/16"=1' 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 3x8 4x6 6x8 4x6 4x6 2x4 2x4 3x12 2x4 3x8 4-7-04-7-0 4-7-80-0-8 11-9-47-1-12 11-11-00-1-12 15-7-83-8-8 4-7-0 4-7-0 8-1-1 3-6-0 13-5-8 5-4-7 15-7-8 2-2-1 0-10-011-7-66-7-92-1-211-7-616.00 12 Plate Offsets (X,Y)-- [1:0-2-5,0-0-7], [3:0-2-13,Edge], [4:0-3-2,0-2-0], [5:0-2-4,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.30 0.54 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.25 0.02 -0.01 (loc) 7-8 7-8 7 7-8 l/defl >663 >356 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 89 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-9: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 8-5-3 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-8, 3-7, 4-7 REACTIONS.(lb/size)1=111/0-3-8, 8=595/0-3-8, 7=697/0-3-8 Max Horz 1=338(LC 6) Max Uplift 1=-252(LC 5), 8=-367(LC 6), 7=-8(LC 5) Max Grav 1=392(LC 6), 8=621(LC 11), 7=697(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-470/395, 2-3=-239/338 BOT CHORD 2-8=-277/354 WEBS 3-8=-267/205, 4-7=-267/108 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-1-1, Exterior(2) 8-1-1 to 12-3-15, Interior(1) 12-3-15 to 13-5-8, Exterior(2) 13-5-8 to 15-5-12 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) 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) 7 except (jt=lb) 1=252, 8=367. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss TG01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39354005 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-qffTpTy6SHhg9mzWfKnR095ec2tcc3Oq_3uFzeyHLOX Scale = 1:76.6 1 2 3 6 5 42526 3x4 3x8 3x4 3x8 2x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-5-85-5-8 10-11-05-5-8 5-5-8 5-5-8 10-11-0 5-5-8 12-6-0LOADING (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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.36 0.24 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 0.00 0.02 (loc) 4-5 4-5 4 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 176 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 7-8,13-15,16-18,23-24: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-6, 3-4, 1-5, 2-5, 3-5 REACTIONS.(lb/size)6=778/0-3-8, 4=778/0-3-8 Max Horz 6=350(LC 4) Max Uplift 6=-255(LC 3), 4=-255(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-569/253, 3-4=-569/253 BOT CHORD 5-6=-249/271 WEBS 1-5=-246/481, 2-5=-380/115, 3-5=-246/481 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; 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) Provide adequate drainage to prevent water ponding. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=255, 4=255. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 6-25=-100(F=-40), 25-26=-60(F=-40), 4-26=-100(F=-40) November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss TG02 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 294 Westvale Job Reference (optional) I39354006 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-JsDr0pykDapXnwXiD2IgZMen6S6nLOb_DjdpV4yHLOW Scale = 1:73.3 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 23 24 4x6 3x6 5x8 6x16 3x4 4x6 2x4 2x4 2x4 2x4 4x6 6x16 3x4 3x12 6x16 4x10 6x6 2-2-02-2-0 12-1-09-11-0 14-9-142-8-14 23-11-119-1-13 30-11-06-11-5 2-2-0 2-2-0 7-1-8 4-11-8 12-1-0 4-11-8 14-9-14 2-8-14 20-6-0 5-8-2 23-11-11 3-5-11 30-11-0 6-11-5 12-6-03-1-113-1-111-0-012-6-012.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-1-12] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.50 0.69 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.31 0.06 0.10 (loc) 9-10 9-10 9 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 484 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 2-16,4-13: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-9,15-17,12-14,7-10,7-9: 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.): 1-5, 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 2-15, 4-14 WEBS 1 Row at midpt 1-17, 7-9 REACTIONS.(lb/size)17=1594/0-3-8, 9=2138/0-3-8 Max Horz 17=-332(LC 6) Max Uplift 17=-144(LC 5), 9=-265(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-1637/89, 1-2=-272/14, 2-3=-281/14, 3-4=-1120/91, 4-5=-1115/92, 5-6=-1676/101, 6-7=-5813/410 BOT CHORD 14-15=-105/778, 10-12=-19/1988, 9-10=-182/3934 WEBS 15-17=0/417, 1-15=-84/1617, 3-15=-1192/163, 3-14=-99/820, 12-14=0/1411, 5-12=-177/709, 6-12=-1356/298, 6-10=-384/4185, 7-10=-2771/290, 7-9=-4113/186 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: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row 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) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) 17=144, 9=265. 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) 672 lb down and 35 lb up at 25-9-8, and 114 lb down and 129 lb up at 27-2-4, and 114 lb down and 129 lb up at 29-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss TG02 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 294 Westvale Job Reference (optional) I39354006 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:49 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-JsDr0pykDapXnwXiD2IgZMen6S6nLOb_DjdpV4yHLOW LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 7-8=-60, 16-17=-20, 15-18=-20, 18-19=-60, 14-19=-20, 13-20=-20, 20-21=-60, 9-21=-20 Concentrated Loads (lb) Vert: 22=-672(F) 23=-114(F) 24=-114(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss TG03 Truss Type GABLE Qty 1 Ply 2 Wedgewood 294 Westvale Job Reference (optional) I39354007 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-n2mDE8zM_uxOP46unlqv5aByIsYr4ut7SNNM1XyHLOV Scale = 1:71.1 1 2 3 4 5 6 7 14 13 12 11 10 9 82324252627 6x6 2x4 3x4 5x8 5x6 3x6 6x8 3x8 3x6 5x8 2x4 5x6 5x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-3-36-3-3 12-4-116-1-7 18-7-146-3-3 21-11-113-3-13 30-11-08-11-5 6-3-3 6-3-3 12-4-11 6-1-7 18-7-14 6-3-3 21-11-11 3-3-13 30-11-0 8-11-5 12-6-08-11-118-11-1112-6-012.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-1-12] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.47 0.26 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.07 0.01 0.02 (loc) 10 10-12 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 623 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 7-8,6-9: 2x4 SPF-S Stud OTHERS 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.): 1-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-14, 7-8, 2-14 REACTIONS.(lb/size)14=5642/0-3-8, 8=1633/0-3-8 Max Horz 14=-239(LC 6) Max Uplift 14=-477(LC 4), 8=-130(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1105/84, 4-5=-1108/84, 5-6=-1557/93, 6-7=-1208/41, 7-8=-1411/162 BOT CHORD 13-14=-198/892, 12-13=-198/892, 10-12=-157/1018, 9-10=-144/1224 WEBS 2-14=-1943/149, 2-13=0/917, 2-12=-84/468, 4-12=-372/158, 5-10=-74/639, 6-10=-564/131, 6-9=-943/181, 7-9=-94/1660 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: 2x10 - 2 rows staggered at 0-2-0 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) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) 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. 5) Provide adequate drainage to prevent water ponding. 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, 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=477, 8=130. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4158 lb down and 359 lb up at 0-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss TG03 Truss Type GABLE Qty 1 Ply 2 Wedgewood 294 Westvale Job Reference (optional) I39354007 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:50 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-n2mDE8zM_uxOP46unlqv5aByIsYr4ut7SNNM1XyHLOV LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 6-7=-60, 14-24=-20, 24-25=-60, 25-26=-20, 10-26=-60, 10-27=-20, 8-27=-60 Concentrated Loads (lb) Vert: 23=-4158(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss TG04 Truss Type GABLE Qty 1 Ply 2 Wedgewood 294 Westvale Job Reference (optional) I39354008 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-FEKbRU__lC3E0Dh5KTL8enjC1GwcpPDGh16wazyHLOU Scale = 1:76.6 1 2 3 4 5 6 7 17 16 15 14 13 12 11 10 9 8 3x6 8x8 8x8 5x6 3x6 4x6 2x4 3x6 5x12 3x6 2x4 3x6 3x6 3x6 5x12 4x6 5x12 2x4 2x4 2x4 2x4 2x4 3x4 2-3-82-3-8 7-8-65-4-14 9-11-82-3-2 12-2-112-3-3 14-11-152-9-5 17-7-82-7-9 19-7-82-0-0 2-3-8 2-3-8 7-8-6 5-4-14 12-2-11 4-6-5 14-11-15 2-9-5 17-7-8 2-7-9 19-7-8 2-0-0 2-2-148-9-1012-6-08-9-109-3-111-0-01-0-012-6-016.00 12 13.00 12 Plate Offsets (X,Y)-- [3:0-2-13,Edge], [4:0-2-13,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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.15 0.16 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 0.20 0.04 (loc) 13 13 8 13 l/defl >999 >999 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 325 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 2-16: 2x4 SPF-S Stud, 6-9: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 7-8: 2x4 SPF No.2 OTHERS 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, 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. WEBS 1 Row at midpt 7-8 REACTIONS.(lb/size)8=1456/Mechanical, 17=830/0-3-8 Max Horz 17=234(LC 5) Max Uplift 8=-206(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-739/85, 2-3=-1497/253, 3-4=-1548/316, 4-5=-1422/226, 5-6=-762/94, 6-7=-257/37, 7-8=-1149/171, 1-17=-808/74 BOT CHORD 2-15=-641/291, 14-15=-458/722, 13-14=-341/1161, 12-13=-209/1212, 11-12=-163/1188, 10-11=-55/468, 6-10=-963/164 WEBS 2-14=0/379, 3-13=-176/1147, 4-13=-304/1111, 5-11=-1281/198, 6-11=-114/991, 7-10=-159/1107, 1-15=-59/494 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, 2x4 - 1 row 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 5) 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. 6) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=206. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Continued on page 2 November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss TG04 Truss Type GABLE Qty 1 Ply 2 Wedgewood 294 Westvale Job Reference (optional) I39354008 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:51 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-FEKbRU__lC3E0Dh5KTL8enjC1GwcpPDGh16wazyHLOU 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, 5-7=-60, 16-17=-20, 13-15=-20, 11-13=-20 Trapezoidal Loads (plf) Vert: 11=-29(F=-9)-to-10=-224(F=-204), 9=-224(F=-204)-to-8=-350(F=-330) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss TG05 Truss Type GABLE Qty 1 Ply 2 Wedgewood 294 Westvale Job Reference (optional) I39354009 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-BdSMsA0EGpJyGXrTStNcjCpRm3SBHFaZ8Lb0esyHLOS Scale = 1:80.7 1 2 3 4 5 6 13 12 11 10 9 8 7404142434445 4x6 8x8 4x6 3x6 3x4 4x6 3x6 8x8 3x6 4x8 3x6 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 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3-10-73-10-7 7-5-63-6-15 11-11-114-6-5 15-6-53-6-11 19-4-83-10-3 3-10-7 3-10-7 7-5-6 3-6-15 11-11-11 4-6-5 15-6-5 3-6-11 19-4-8 3-10-3 2-6-1412-6-02-7-912-6-016.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-12], [3:0-2-13,Edge], [4:0-3-2,0-2-0], [12:0-3-8,0-4-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.59 0.73 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.08 0.01 0.02 (loc) 12-13 12-13 7 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 502 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* 3-10,3-9,4-9: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 17-18,19-20,28-30,31-32: 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS.(lb/size)13=4174/Mechanical, 7=2831/Mechanical Max Horz 13=325(LC 12) Max Uplift 13=-342(LC 6), 7=-231(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2904/290, 2-3=-2211/343, 3-4=-1194/255, 4-5=-2061/336, 5-6=-2163/237, 1-13=-3351/283, 6-7=-2534/224 BOT CHORD 12-13=-315/316, 10-12=-321/1690, 9-10=-227/1288, 8-9=-126/1247 WEBS 2-12=-133/1205, 2-10=-939/280, 3-10=-271/1730, 3-9=-335/158, 4-9=-224/1342, 1-12=-162/1883, 6-8=-131/1427 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 0-5-0 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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. 6) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.0psf. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=342, 7=231. 12) 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 November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss TG05 Truss Type GABLE Qty 1 Ply 2 Wedgewood 294 Westvale Job Reference (optional) I39354009 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:53 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-BdSMsA0EGpJyGXrTStNcjCpRm3SBHFaZ8Lb0esyHLOS NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1556 lb down and 153 lb up at 1-9-12, 1010 lb down and 79 lb up at 3-9-12, 445 lb down and 42 lb up at 5-9-12, 424 lb down and 42 lb up at 7-9-12, 414 lb down and 42 lb up at 9-9-12, 358 lb down and 42 lb up at 11-9-12, 358 lb down and 42 lb up at 13-9-12, and 358 lb down and 42 lb up at 15-9-12, and 445 lb down and 42 lb up at 17-9-12 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 10-13=-20, 10-43=-60, 7-43=-20 Concentrated Loads (lb) Vert: 12=-1010(F) 10=-424(F) 9=-358(F) 8=-358(F) 40=-1556(F) 41=-445(F) 42=-414(F) 44=-358(F) 45=-445(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 294 Westvale Job Reference (optional) I39354010 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-fp0k3W0t17SpthQg0burGQLjvTs?0ekjN?LaAIyHLOR Scale = 1:82.1 1 2 3 4 5 10 9 8 7 61112 2x4 3x8 4x6 2x4 4x6 8x8 4x6 4x10 3x8 3x8 2-2-142-2-14 4-0-101-9-12 8-2-14-1-7 12-7-04-4-15 2-2-14 2-2-14 4-0-10 1-9-12 8-2-1 4-1-7 12-7-0 4-4-15 3-9-214-1-410-4-23-9-2-0-0-012.00 12 12.00 12 Plate Offsets (X,Y)-- [7:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.50 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.15 0.16 0.05 (loc) 7-8 7-8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 162 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* 5-6: 2x4 SPF No.2 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.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. WEBS 1 Row at midpt 5-6 REACTIONS.(lb/size)10=1973/0-3-8, 6=1857/0-3-8 Max Horz 10=218(LC 11) Max Uplift 10=-13(LC 3), 6=-222(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1853/141, 1-2=-1727/134, 2-3=-4516/405, 3-4=-1360/0 BOT CHORD 9-10=-334/48, 8-9=-531/2836, 7-8=-448/2925, 6-7=-124/932 WEBS 1-9=-167/2154, 2-9=-3337/281, 2-8=-113/1214, 3-8=-392/2840, 3-7=-2133/347, 4-7=-131/1815, 4-6=-1513/200 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) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 6=222. 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) 488 lb down and 34 lb up at 0-1-12, and 368 lb down and 24 lb up at 2-2-14 on top chord, and 397 lb down and 27 lb up at 4-0-10, 397 lb down and 27 lb up at 6-1-12, 397 lb down and 27 lb up at 8-1-12, and 397 lb down and 27 lb up at 10-1-12, and 404 lb down and 23 lb up at 12-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 294 Westvale Job Reference (optional) I39354010 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:54 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-fp0k3W0t17SpthQg0burGQLjvTs?0ekjN?LaAIyHLOR LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 8-10=-20, 6-8=-20 Concentrated Loads (lb) Vert: 1=-488 2=-368 6=-404(B) 8=-397(B) 7=-397(B) 11=-397(B) 12=-397(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss TG07 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 294 Westvale Job Reference (optional) I39354011 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-70a6Hs1VoQagVr?sZIP4odunht84lH6sbe47jkyHLOQ Scale = 1:19.7 1 2 4 3567 3x6 3x6 2x4 4x6 6-1-06-1-0 6-1-0 6-1-0 2-10-8LOADING (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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.62 0.76 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.14 0.00 0.04 (loc) 3-4 3-4 3 3-4 l/defl >999 >484 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 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 2-0-0 oc purlins (6-0-0 max.): 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=1209/Mechanical, 3=1064/Mechanical Max Uplift 4=-140(LC 3), 3=-124(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=140, 3=124. 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) 606 lb down and 73 lb up at 0-9-12, and 602 lb down and 75 lb up at 2-9-12, and 602 lb down and 75 lb up at 4-9-12 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, 3-4=-20 Concentrated Loads (lb) Vert: 5=-606(F) 6=-602(F) 7=-602(F) November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss TG08 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 294 Westvale Job Reference (optional) I39354012 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-70a6Hs1VoQagVr?sZIP4oduvOtGOlDssbe47jkyHLOQ Scale = 1:19.8 1 2 3 6 5 47 2x4 3x4 5x6 2x4 4x6 8x8 2-2-02-2-0 3-7-81-5-8 2-2-0 2-2-0 3-7-8 1-5-8 1-4-143-4-31-4-1416.00 12 Plate Offsets (X,Y)-- [5:0-3-8,0-4-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.07 0.23 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 5 5-6 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 37 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 3-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=783/0-3-8, 4=692/Mechanical Max Horz 6=36(LC 5) Max Uplift 6=-23(LC 3), 4=-23(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-520/30, 1-2=-874/9 BOT CHORD 4-5=-4/801 WEBS 1-5=-11/996, 2-5=-12/484, 2-4=-1001/5 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 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 5-2 2x4 - 1 row at 0-3-0 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) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 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) 1208 lb down and 16 lb up at 1-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=-1208(B) November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39354013 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-bC8UUC27ZkiX7?a270xJLrR?SHb8UkL?qIqgFAyHLOP Scale = 1:22.0 1 2 3 4 2x4 2x4 2x4 3-9-7 3-9-7 0-0-43-9-712.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.43 0.26 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=133/3-9-3, 3=133/3-9-3 Max Horz 1=103(LC 7) Max Uplift 3=-63(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 3-8-3 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39354014 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-4OhsiY3lK2qOk89EhjSYu2zFeh?KDBb93yZEndyHLOO Scale = 1:8.5 1 2 3 4x6 1-1-7 1-1-7 0-0-41-1-712.00 12 Plate Offsets (X,Y)-- [1:0-1-10,0-1-10], [1:0-1-13,0-1-8], [2:0-1-12,0-0-0], [3:0-0-14,0-0-14] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.02 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 3 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-1-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=27/1-1-3, 3=27/1-1-3 Max Horz 1=20(LC 7) Max Uplift 3=-13(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39354015 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-4OhsiY3lK2qOk89EhjSYu2z18hsRDBb93yZEndyHLOO Scale = 1:30.9 1 2 3 4 5 2x4 2x4 2x4 5-4-12 5-4-12 0-0-45-4-1212.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.95 0.58 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=198/5-4-8, 3=198/5-4-8 Max Horz 1=153(LC 7) Max Uplift 3=-93(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-3-8 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. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39354016 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-YaFFvu3N5LyFMIjRFRznQGWNW4KoydrIIcJnJ3yHLON Scale = 1:16.7 1 2 3 2x4 2x4 2x4 2-8-12 2-8-12 0-0-42-8-1212.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.20 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=91/2-8-8, 3=91/2-8-8 Max Horz 1=70(LC 7) Max Uplift 3=-43(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39354017 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-YaFFvu3N5LyFMIjRFRznQGWLA4JAyZWIIcJnJ3yHLON Scale = 1:85.9 1 2 3 4 5 6 10 9 8 7 11 12 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 15-2-1115-2-11 15-2-11 15-2-11 0-0-415-2-1112.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.35 0.16 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 5-8: 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 6-7, 5-8 REACTIONS.All bearings 15-2-7. (lb) - Max Horz 1=452(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 7, 1 except 8=-154(LC 7), 9=-153(LC 7), 10=-144(LC 7) Max Grav All reactions 250 lb or less at joint(s) 7 except 1=412(LC 7), 8=500(LC 1), 9=485(LC 1), 10=350(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-598/71, 2-3=-443/82, 3-5=-267/80 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-2-11, Interior(1) 3-2-11 to 14-11-15 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 1 except (jt=lb) 8=154, 9=153, 10=144. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39354018 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:29:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-0npd7D4?sf46_SIdo8U0zT3WuUf8h2hSWG2LsVyHLOM Scale = 1:70.6 1 2 3 4 5 8 7 6 9 10 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 12-6-1112-6-11 12-6-11 12-6-11 0-0-412-6-1112.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.35 0.18 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-7 REACTIONS.All bearings 12-6-7. (lb) - Max Horz 1=372(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 6 except 7=-153(LC 7), 8=-175(LC 7) Max Grav All reactions 250 lb or less at joint(s) 6 except 1=308(LC 7), 7=514(LC 1), 8=443(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-459/98, 2-4=-269/79 WEBS 2-8=-268/219 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 12-4-15 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 7=153, 8=175. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39354019 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:30:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-UzN?KZ5ddzCzbctpMs?FVhbjwuz6QUCblwouOyyHLOL Scale = 1:57.7 1 2 3 4 7 6 5 8 9 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-10-11 9-10-11 0-0-49-10-1112.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.20 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 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 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.All bearings 9-10-7. (lb) - Max Horz 1=291(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-170(LC 7), 7=-121(LC 7) Max Grav All reactions 250 lb or less at joint(s) 5, 7 except 1=284(LC 7), 6=462(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-404/58, 2-3=-280/90 WEBS 3-6=-271/225 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 9-9-7 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=170, 7=121. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39354020 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:30:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-UzN?KZ5ddzCzbctpMs?FVhbjOuxbQXOblwouOyyHLOL Scale = 1:42.6 1 2 3 5 4 6 72x4 2x4 2x4 2x4 2x4 7-2-11 7-2-11 0-0-47-2-1112.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.36 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 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 No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=66/7-2-7, 4=193/7-2-7, 5=399/7-2-7 Max Horz 1=209(LC 7) Max Uplift 4=-60(LC 7), 5=-159(LC 7) Max Grav 1=172(LC 7), 4=193(LC 1), 5=399(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-265/75 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-2-11, Interior(1) 3-2-11 to 7-1-7 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=159. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39354021 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:30:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-y9xNXv6GOGKqDmS0wZWU2u8njIGA9_bl_aXRwOyHLOK Scale = 1:25.8 1 2 3 4 2x4 2x4 2x4 4-6-11 4-6-11 0-0-44-6-1112.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.65 0.40 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=164/4-6-7, 3=164/4-6-7 Max Horz 1=127(LC 7) Max Uplift 3=-77(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-5-7 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. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39354022 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:30:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-y9xNXv6GOGKqDmS0wZWU2u8oXIHg9_bl_aXRwOyHLOK Scale = 1:25.0 1 2 3 4 2x4 2x4 2x4 4-4-11 4-4-11 0-0-44-4-1112.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.60 0.37 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 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 10-0-0 oc bracing. REACTIONS.(lb/size)1=157/4-4-7, 3=157/4-4-7 Max Horz 1=121(LC 7) Max Uplift 3=-74(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-3-7 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. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39354023 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:30:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-QMVllF7u9aShrw1CUG1jb6h3_idCuRzuCEH?SqyHLOJ Scale = 1:41.7 1 2 3 5 4 6 72x4 2x4 2x4 2x4 2x4 7-0-11 7-0-11 0-0-47-0-1112.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.23 0.35 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 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 No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=58/7-0-7, 4=192/7-0-7, 5=387/7-0-7 Max Horz 1=204(LC 7) Max Uplift 4=-61(LC 7), 5=-156(LC 7) Max Grav 1=171(LC 7), 4=192(LC 1), 5=387(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-263/72 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-0-11, Interior(1) 3-0-11 to 6-11-7 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=156. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39354024 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:30:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-QMVllF7u9aShrw1CUG1jb6h3QifauPuuCEH?SqyHLOJ Scale = 1:56.7 1 2 3 4 7 6 5 8 9 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-8-11 9-8-11 0-0-49-8-1112.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.20 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.All bearings 9-8-7. (lb) - Max Horz 1=286(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-170(LC 7), 7=-121(LC 7) Max Grav All reactions 250 lb or less at joint(s) 5, 7 except 1=285(LC 7), 6=462(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-405/58, 2-3=-280/90 WEBS 3-6=-271/225 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 9-7-7 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=170, 7=121. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39354025 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:30:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-uY38yb7WwuaXT3cO1_Zy7JDGQ51sduw1Ru0Y?HyHLOI Scale = 1:15.7 1 2 3 4 2x4 4x6 2x4 2x4 0-0-30-0-3 3-10-13-9-14 1-11-1 1-11-1 3-10-1 1-11-1 0-0-42-6-110-0-416.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.13 0.07 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 11 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 3-10-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=83/3-9-11, 3=83/3-9-11, 4=94/3-9-11 Max Horz 1=-55(LC 5) Max Uplift 1=-17(LC 8), 3=-15(LC 7) Max Grav 1=83(LC 1), 3=83(LC 1), 4=99(LC 2) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss V14 Truss Type GABLE Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39354026 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:30:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-MkdWAx88hBiO4DBbbh4BgXmQIVL4MHdBgYm6XjyHLOH Scale = 1:77.8 1 2 3 4 5 9 8 7 6 10 11 2x4 3x6 2x4 2x4 3x4 2x4 2x4 2x4 -1-1-8 1-1-8 9-0-0 9-0-0 3-4-1112-4-1112.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.19 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 -0.00 (loc) 1 1 6 1-2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 65 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* 5-6: 2x4 SPF No.2, 2-8: 2x3 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 3-8: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS.All bearings 9-0-0. (lb) - Max Horz 9=373(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 9 except 6=-117(LC 1), 8=-437(LC 7), 7=-122(LC 7) Max Grav All reactions 250 lb or less at joint(s) 6 except 9=441(LC 7), 8=424(LC 1), 7=421(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-441/25, 2-3=-313/87 BOT CHORD 8-9=-345/37 WEBS 3-8=-251/201, 2-8=-48/448 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-1-8 to 1-10-8, Interior(1) 1-10-8 to 8-10-4 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 6=117, 8=437, 7=122. November 20,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903276 Truss V15 Truss Type GABLE Qty 1 Ply 1 Wedgewood 294 Westvale Job Reference (optional) I39354027 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 08:30:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Kvyx_wyMGqAxNvB5EDat?GyKCW3-MkdWAx88hBiO4DBbbh4BgXmIGVL4MIxBgYm6XjyHLOH Scale = 1:94.6 12 3 4 5 9 8 7 6 10 11 2x4 4x6 2x4 2x4 3x4 2x4 2x4 2x4 -1-1-8 1-1-8 9-0-0 9-0-0 6-0-1115-0-1112.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.70 0.19 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.00 -0.00 0.00 (loc) 1 1-2 6 1-2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 77 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* 5-6: 2x4 SPF No.2, 2-8: 2x3 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 3-8: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-9 oc bracing. WEBS 1 Row at midpt 5-6, 3-8, 4-7 REACTIONS.All bearings 9-0-0. (lb) - Max Horz 9=415(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 9 except 6=-114(LC 1), 8=-708(LC 7), 7=-118(LC 7) Max Grav All reactions 250 lb or less at joint(s) 6 except 9=712(LC 7), 8=425(LC 1), 7=418(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-719/71, 2-3=-308/88 BOT CHORD 8-9=-372/53 WEBS 3-8=-253/193, 2-8=-97/675 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-1-8 to 1-10-8, Interior(1) 1-10-8 to 8-10-4 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 6=114, 8=708, 7=118. November 20,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths