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HomeMy WebLinkAboutRoof Truss Details16023 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). December 10,2019 Liu, Xuegang Pages or sheets covered by this seal: I39552063 thru I39552110 My license renewal date for the state of Indiana is July 31, 2020. B19903314 McKeznie 18 Hamlet 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 B19903314 Truss CG01 Truss Type Diagonal Hip Girder Qty 3 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552063 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-EmLeOCRuNAiJPtYQOr7vVMk7cVldUK3DOUlQcAyAPqM Scale = 1:30.3 1 2 3 5 4 6 7 8 9 3x4 5x6 3x4 4x6 8-4-58-4-5 -1-8-8 1-8-8 8-4-5 8-4-5 2-2-45-1-124-10-30-3-85-1-124.24 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.34 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.14 -0.00 0.10 (loc) 4-5 4-5 4 4-5 l/defl >999 >708 n/a >950 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 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 2-4 REACTIONS.(lb/size)5=589/0-4-9, 4=428/0-1-8 Max Horz 5=144(LC 5) Max Uplift 5=-198(LC 3), 4=-198(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-498/108, 3-4=-308/94 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 exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 198 lb uplift at joint 5 and 198 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down at 2-9-8, 45 lb down at 2-9-8, and 21 lb down and 39 lb up at 5-7-7, and 21 lb down and 39 lb up at 5-7-7 on top chord, and 78 lb up at 2-9-8, 78 lb up at 2-9-8, and 20 lb down and 47 lb up at 5-7-7, and 20 lb down and 47 lb up at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 4-5=-20 Concentrated Loads (lb) Vert: 7=-42(F=-21, B=-21) 9=-20(F=-10, B=-10) December 10,2019 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 B19903314 Truss GE01 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552064 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-iyv0bYRW8UqA117cyYe81aHRCvA3DnZNd8V_8cyAPqL Scale = 1:28.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 2x4 3x6 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 17-2-017-2-0 17-2-0 17-2-0 1-6-121-11-10.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.02 0.01 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 16 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 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-2-0. (lb) - Max Horz 30=47(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 30, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 28, 29 Max Grav All reactions 250 lb or less at joint(s) 30, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 28, 29 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 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) Provide adequate drainage to prevent water ponding. 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) 30, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 28, 29. December 10,2019 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 B19903314 Truss GE02 Truss Type GABLE COMMON Qty 1 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552065 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-B8SOpuS8uoy1fAioVG9NanqbxJW9yD3WsnEXg2yAPqK Scale = 1:37.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 2x4 3x6 2x4 2x4 2x4 2x4 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-4-019-4-0 21-10-82-6-8 19-4-0 19-4-0 21-10-8 2-6-8 1-11-02-3-153-4-00.25 12 Plate Offsets (X,Y)-- [13:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.09 0.02 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 21 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 85 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 (6-0-0 max.): 16-23, 17-20. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-10-8. (lb) - Max Horz 39=59(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 39, 23, 21, 38, 37, 36, 35, 33, 32, 31, 30, 29, 28, 27, 26, 25, 24, 22 Max Grav All reactions 250 lb or less at joint(s) 39, 23, 21, 24, 22 except 38=277(LC 1), 37=287(LC 1), 36=284(LC 1), 35=285(LC 1), 33=284(LC 1), 32=284(LC 1), 31=284(LC 1), 30=284(LC 1), 29=284(LC 1), 28=285(LC 1), 27=284(LC 1), 26=283(LC 1), 25=295(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-38=-269/18, 3-37=-268/18, 4-36=-266/17, 5-35=-267/17, 6-33=-267/17, 7-32=-267/17, 8-31=-267/17, 9-30=-267/17, 10-29=-267/17, 11-28=-267/17, 12-27=-266/17, 13-26=-265/17, 14-25=-277/18 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 21-8-12 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) 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) 39, 23, 21, 38, 37, 36, 35, 33, 32, 31, 30, 29, 28, 27, 26, 25, 24, 22. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 10,2019 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 B19903314 Truss GE03 Truss Type Flat Supported Gable Qty 1 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552066 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-fL0m0ETnf54uHKH?3zgc6?MnMjsNhh1g5R_4CVyAPqJ Scale = 1:28.7 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 2x4 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-0-016-0-0 16-0-0 16-0-0 3-4-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.04 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 74 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 2-0-0 oc purlins (6-0-0 max.): 1-13, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-0-0. (lb) - Max Horz 26=-59(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 26, 14, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16, 15 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 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) Provide adequate drainage to prevent water ponding. 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) 26, 14, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16, 15. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 10,2019 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 B19903314 Truss GE04 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552067 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-7Xa9EaUPQPCluUsBdgBrfCvyV7CjQ8PpJ5jelxyAPqI Scale = 1:17.7 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 9-8-0 9-8-0 1-11-02-1-70.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.02 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-8-0. (lb) - Max Horz 16=35(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 16, 9, 10, 11, 12, 13, 14, 15 Max Grav All reactions 250 lb or less at joint(s) 16, 9, 10, 11, 12, 13, 14, 15 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 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) Provide adequate drainage to prevent water ponding. 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) 16, 9, 10, 11, 12, 13, 14, 15. December 10,2019 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 B19903314 Truss GE05 Truss Type Flat Supported Gable Qty 1 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552068 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-7Xa9EaUPQPCluUsBdgBrfCvy67CbQ8GpJ5jelxyAPqI Scale = 1:19.6123456789 18 17 16 15 14 13 12 11 10 2x4 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-5-810-5-8 10-5-8 10-5-8 3-4-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.04 0.02 0.03 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: 51 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 2-0-0 oc purlins (6-0-0 max.): 1-9, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-5-8. (lb) - Max Horz 18=-59(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 18, 10, 17, 16, 15, 14, 13, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 18, 10, 17, 16, 15, 14, 13, 12, 11 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 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) Provide adequate drainage to prevent water ponding. 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, 10, 17, 16, 15, 14, 13, 12, 11. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 10,2019 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 B19903314 Truss GE06 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552069 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-bj8XRvU1BjKcWeRNBOj4CQS7tWYp9bTyYlTBHNyAPqH Scale = 1:10.6123 6 5 4 2x4 3x4 2x4 2x4 3x4 2x4 2-11-8 2-11-8 1-6-01-6-120.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.04 0.02 0.03 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: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=60/2-11-8, 4=42/2-11-8, 5=165/2-11-8 Max Horz 6=37(LC 5) Max Uplift 6=-18(LC 4), 4=-3(LC 6), 5=-12(LC 6) 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 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) Provide adequate drainage to prevent water ponding. 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) 6, 4, 5. December 10,2019 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 B19903314 Truss GE07 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552070 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-3wiveFVfy0SS8o0ak5EJkd_I4wtHu2y6nPClppyAPqG Scale = 1:26.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 16-0-016-0-0 16-0-0 16-0-0 1-6-01-10-00.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.01 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-0-0. (lb) - Max Horz 27=30(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 27, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 Max Grav All reactions 250 lb or less at joint(s) 27, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 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 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) Provide adequate drainage to prevent water ponding. 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) 27, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26. December 10,2019 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 B19903314 Truss GE08 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552071 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-X6GHsbWHjKaJlybmIplYHrXTmKDVdVAF?3yIMGyAPqF Scale = 1:45.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x6 3x4 3x4 3x6 28-2-828-2-8 28-2-8 28-2-8 1-6-02-1-10.25 12 Plate Offsets (X,Y)-- [13:0-1-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.02 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 24 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 92 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 28-2-8. (lb) - Max Horz 46=35(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 46, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45 Max Grav All reactions 250 lb or less at joint(s) 46, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45 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 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) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 46, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45. December 10,2019 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 B19903314 Truss GE09 Truss Type Roof Special Supported Gable Qty 1 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552072 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-?Iqf3xXvUeiAN5AysWGnp24ePkZkMxSPEjhruiyAPqE Scale = 1:12.31 2 3 6 5 4 2x4 3x4 2x4 2x4 3x4 2x4 2-4-0 2-4-0 1-10-91-10-00.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.02 0.01 0.02 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: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=33/2-4-0, 4=20/2-4-0, 5=83/2-4-0 Max Horz 6=16(LC 5) Max Uplift 6=-7(LC 4), 4=-2(LC 5), 5=-15(LC 5) 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) 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) 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) 6, 4, 5. December 10,2019 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 B19903314 Truss GE10 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552073 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-?Iqf3xXvUeiAN5AysWGnp24eUkZfMxOPEjhruiyAPqE Scale = 1:17.7 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 9-8-0 9-8-0 1-10-102-1-10.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.02 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-8-0. (lb) - Max Horz 16=35(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 16, 9, 10, 11, 12, 13, 14, 15 Max Grav All reactions 250 lb or less at joint(s) 16, 9, 10, 11, 12, 13, 14, 15 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 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) Provide adequate drainage to prevent water ponding. 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) 16, 9, 10, 11, 12, 13, 14, 15. December 10,2019 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 B19903314 Truss J01 Truss Type Jack-Open Qty 3 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552074 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-TVO2HHYXFxq1?Fk9QEn0MGcmN8uw5NrYTNRPQ8yAPqD Scale = 1:19.2 1 2 6 5 3 4 2x4 3x4 2x4 1-6-01-6-0 2-0-70-6-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-43-2-82-9-133-2-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.08 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=240/0-3-8, 3=33/Mechanical, 4=18/Mechanical Max Horz 6=88(LC 6) Max Uplift 3=-9(LC 7), 4=-67(LC 6) Max Grav 6=240(LC 1), 3=33(LC 1), 4=37(LC 2) 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. December 10,2019 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 B19903314 Truss J02 Truss Type Jack-Open Qty 3 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552075 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-yhxQUdYA0FyucPJLzxIFvT9wkXBQqqdhi1AyybyAPqC Scale: 1/2"=1' 1 2 6 5 3 4 2x4 3x4 2x4 1-6-01-6-0 4-0-72-6-7 -1-2-8 1-2-8 4-0-7 4-0-7 2-2-44-2-83-9-134-2-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.29 0.31 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.05 0.04 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=319/0-3-8, 3=134/Mechanical, 4=38/Mechanical Max Horz 6=119(LC 6) Max Uplift 3=-41(LC 6), 4=-30(LC 6) Max Grav 6=319(LC 1), 3=134(LC 1), 4=77(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-281/0 WEBS 2-5=0/262 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. December 10,2019 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 B19903314 Truss J03 Truss Type Jack-Open Qty 3 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552076 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-yhxQUdYA0FyucPJLzxIFvT9wkXBQqqdhi1AyybyAPqC Scale: 1/2"=1' 1 2 6 5 3 4 2x4 3x4 2x4 1-6-01-6-0 4-0-72-6-7 -1-2-8 1-2-8 4-0-7 4-0-7 2-2-44-2-83-9-134-2-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.29 0.31 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.05 0.04 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=319/0-3-8, 3=134/Mechanical, 4=38/Mechanical Max Horz 6=119(LC 6) Max Uplift 3=-41(LC 6), 4=-30(LC 6) Max Grav 6=319(LC 1), 3=134(LC 1), 4=77(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-281/0 WEBS 2-5=0/262 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. December 10,2019 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 B19903314 Truss J04 Truss Type Jack-Open Qty 3 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552077 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-QtVoizZonZ5lEZuXXfpURhh5txaOZHLrwhwVV1yAPqB Scale = 1:19.2 1 2 6 5 3 4 2x4 3x4 2x4 1-6-01-6-0 2-0-70-6-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-43-2-82-9-133-2-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.08 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=240/0-3-8, 3=33/Mechanical, 4=18/Mechanical Max Horz 6=88(LC 6) Max Uplift 3=-9(LC 7), 4=-67(LC 6) Max Grav 6=240(LC 1), 3=33(LC 1), 4=37(LC 2) 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. December 10,2019 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 B19903314 Truss M01 Truss Type MONOPITCH Qty 10 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552078 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-QtVoizZonZ5lEZuXXfpURhh2oxSqZ8ZrwhwVV1yAPqB Scale = 1:34.3 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 2x4 3x12 3x4 2x4 3x6 4x8 3x8 3x8 3x6 3x6 3x6 2x4 3x12 3x6 3x8 4x6 3x12 3x12 3-1-133-1-13 6-0-12-10-5 8-10-62-10-5 11-8-102-10-5 14-6-152-10-5 17-5-32-10-5 20-7-03-1-13 3-1-13 3-1-13 6-0-1 2-10-5 8-10-6 2-10-5 11-8-10 2-10-5 14-6-15 2-10-5 17-5-3 2-10-5 20-7-0 3-1-13 1-6-01-11-20.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [9:0-3-8,0-1-8], [11:0-3-8,0-1-8], [12:0-3-8,0-1-8], [15:0-3-8,0-1-8], [17:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.40 0.62 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.48 0.06 0.12 (loc) 13-14 13-14 10 13-14 l/defl >999 >504 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 76 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-17,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)18=1015/0-5-8, 10=1015/0-5-8 Max Horz 18=48(LC 5) Max Uplift 18=-70(LC 4), 10=-70(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-968/91, 1-2=-2053/172, 2-3=-3159/257, 3-4=-3611/293, 4-5=-3456/281, 5-6=-3455/283, 6-8=-2800/234, 8-9=-1680/150, 9-10=-973/92 BOT CHORD 15-17=-141/2050, 14-15=-224/3156, 13-14=-257/3609, 12-13=-193/2797, 11-12=-107/1678 WEBS 1-17=-161/2139, 2-17=-753/100, 2-15=-91/1211, 3-15=-442/71, 3-14=-37/500, 6-13=-57/741, 6-12=-557/80, 8-12=-99/1278, 8-11=-840/107, 9-11=-143/1866 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 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10. December 10,2019 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 B19903314 Truss M02 Truss Type Monopitch Qty 6 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552079 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-u33AvJaQYsDcsjTk5MLj_uEDvLnMIdV_9Lf31TyAPqA Scale = 1:29.3 1 2 3 4 5 6 12 11 10 9 8 7 3x4 3x12 3x4 2x4 3x6 4x8 3x6 3x12 2x4 3x6 4x8 3x12 4-6-104-6-10 8-9-124-3-2 13-0-144-3-2 17-7-84-6-10 4-6-10 4-6-10 8-9-12 4-3-2 13-0-14 4-3-2 17-7-8 4-6-10 1-6-121-11-20.25 12 Plate Offsets (X,Y)-- [6:0-3-8,0-1-8], [8:0-3-8,0-2-0], [11:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.44 0.67 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.33 0.04 0.08 (loc) 9 9-11 7 9 l/defl >999 >634 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-11,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)12=867/0-5-8, 7=867/0-5-8 Max Horz 12=48(LC 5) Max Uplift 12=-60(LC 4), 7=-60(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-811/88, 1-2=-2161/182, 2-3=-2632/218, 3-5=-2632/221, 5-6=-1931/170, 6-7=-816/88 BOT CHORD 9-11=-147/2157, 8-9=-126/1927 WEBS 1-11=-162/2147, 2-11=-521/103, 2-9=-36/495, 3-9=-322/79, 5-9=-58/746, 5-8=-609/111, 6-8=-153/1989 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 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7. December 10,2019 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 B19903314 Truss M05 Truss Type MONOPITCH Qty 10 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552080 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-MGdY6fb2JALTTt2wf3syW6nKIlBW1Bi8O?PcZvyAPq9 Scale = 1:29.8 1 2 3 5 4 2x4 2x4 3x4 3x4 -1-2-8 1-2-8 6-0-0 6-0-0 2-2-45-2-44-10-120-3-85-2-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.66 0.35 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >430 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=407/0-3-8, 4=273/0-1-8 Max Horz 5=148(LC 6) Max Uplift 5=-1(LC 6), 4=-80(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-350/62 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) 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, 4. December 10,2019 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 B19903314 Truss M06 Truss Type Monopitch Qty 3 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552081 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-MGdY6fb2JALTTt2wf3syW6nRBlEW1868O?PcZvyAPq9 Scale = 1:17.7 1 2 3 6 5 4 2x4 3x6 2x4 3x4 3x4 3x4 4-10-04-10-0 9-8-04-10-0 4-10-0 4-10-0 9-8-0 4-10-0 1-11-02-1-70.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.16 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.03 0.00 0.01 (loc) 5 4-5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=313/0-5-8, 4=313/Mechanical Max Horz 6=35(LC 5) Max Uplift 6=-24(LC 4), 4=-22(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-279/66, 1-2=-497/97 BOT CHORD 4-5=-65/495 WEBS 1-5=-77/485, 2-4=-494/83 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 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. 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) 6, 4. December 10,2019 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 B19903314 Truss M07 Truss Type Monopitch Qty 3 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552082 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-qSBxK_bg4UTK51d6CnNB3JJb69WAmVoHcf8A5MyAPq8 Scale = 1:26.5 1 2 3 4 5 6 11 10 9 8 7 2x4 3x8 3x4 2x4 3x8 3x4 3x8 2x4 3x4 3x8 3x8 4-1-124-1-12 8-0-03-10-4 11-10-43-10-4 16-0-04-1-12 4-1-12 4-1-12 8-0-0 3-10-4 11-10-4 3-10-4 16-0-0 4-1-12 1-6-01-10-00.25 12 Plate Offsets (X,Y)-- [6:0-3-8,0-1-8], [8:0-3-8,0-1-8], [10:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.27 0.39 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.18 0.02 0.05 (loc) 9 9 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=524/0-3-8, 7=524/0-3-8 Max Horz 11=30(LC 5) Max Uplift 11=-37(LC 4), 7=-36(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-486/59, 1-2=-1236/120, 2-3=-1523/146, 3-5=-1523/147, 5-6=-1112/112, 6-7=-490/59 BOT CHORD 9-10=-98/1233, 8-9=-85/1109 WEBS 1-10=-106/1220, 2-10=-315/67, 2-9=-25/303, 5-9=-39/440, 5-8=-365/72, 6-8=-102/1143 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 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. December 10,2019 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 B19903314 Truss M08 Truss Type MONOPITCH Qty 13 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552083 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-IelJXKcIqnbBjACImUuQcXsoOYthV_gRrJujeoyAPq7 Scale = 1:26.1 1 2 3 4 5 6 7 14 13 12 11 10 9 8 2x4 3x8 3x4 2x4 3x4 3x8 3x4 3x4 3x4 3x8 2x4 3x4 3x8 3x8 3-2-153-2-15 6-2-52-11-7 9-1-122-11-7 12-1-32-11-7 15-0-92-11-7 15-8-80-7-15 3-2-15 3-2-15 6-2-5 2-11-7 9-1-12 2-11-7 12-1-3 2-11-7 15-0-9 2-11-7 15-8-8 0-7-15 1-6-01-9-150.25 12 Plate Offsets (X,Y)-- [7:0-3-8,0-1-8], [9:0-3-8,0-1-8], [13:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.37 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.15 0.02 0.04 (loc) 10-11 10-11 8 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=514/0-3-8, 8=514/Mechanical Max Horz 14=30(LC 5) Max Uplift 14=-36(LC 4), 8=-36(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-482/56, 1-2=-1006/102, 2-3=-1421/141, 3-4=-1384/137, 4-6=-1384/139, 6-7=-966/102, 7-8=-482/58 BOT CHORD 11-13=-80/1004, 10-11=-117/1419, 9-10=-74/963 WEBS 1-13=-92/1029, 2-13=-348/61, 2-11=-40/452, 6-10=-43/467, 6-9=-376/67, 7-9=-93/1015 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 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. 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) 14, 8. December 10,2019 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 B19903314 Truss M09 Truss Type MONOPITCH Qty 5 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552084 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-IelJXKcIqnbBjACImUuQcXsoGYtgV_URrJujeoyAPq7 Scale = 1:30.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 2x4 3x8 3x4 2x4 3x4 3x8 3x6 3x6 3x6 2x4 3x8 3x6 3x6 3x6 3x6 3x6 3-4-143-4-14 6-6-33-1-6 9-7-93-1-6 12-8-143-1-6 15-10-43-1-6 16-0-00-1-12 18-6-82-6-8 3-4-14 3-4-14 6-6-3 3-1-6 9-7-9 3-1-6 12-8-14 3-1-6 15-10-4 3-1-6 18-6-8 2-8-4 1-6-01-10-100.25 12 Plate Offsets (X,Y)-- [15:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.37 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.15 0.02 0.04 (loc) 12-13 12-13 10 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. REACTIONS.(lb/size)16=510/0-3-8, 10=707/0-3-8 Max Horz 16=31(LC 5) Max Uplift 16=-36(LC 4), 10=-49(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-477/46, 1-2=-1035/77, 2-3=-1423/104, 3-4=-1319/97, 4-5=-1319/98, 5-7=-785/62 BOT CHORD 13-15=-67/1033, 12-13=-93/1420, 11-12=-47/783 WEBS 1-15=-74/1050, 2-15=-336/55, 2-13=-30/419, 5-12=-58/591, 5-11=-397/64, 7-11=-74/962, 7-10=-592/73 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; cantilever right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10. December 10,2019 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 B19903314 Truss M10 Truss Type MONOPITCH Qty 3 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552085 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-mrJhlgdwb5j2KKnVKCPf8kPwSyCKELla4zdGAEyAPq6 Scale = 1:47.2 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 2x4 4x8 4x6 2x4 3x8 MT18HS3x12 3x8 3x8 3x6 3x6 3x6 3x6 3x6 2x4 3x12 3x6 3x8 4x6 3x8 4x8 4x8 4x8 3x6 3-4-53-4-5 6-5-33-0-13 9-6-03-0-13 12-6-133-0-13 15-7-113-0-13 18-8-83-0-13 21-9-53-0-13 24-10-33-0-13 28-2-83-4-5 3-4-5 3-4-5 6-5-3 3-0-13 9-6-0 3-0-13 12-6-13 3-0-13 15-7-11 3-0-13 18-8-8 3-0-13 21-9-5 3-0-13 24-10-3 3-0-13 28-2-8 3-4-5 1-6-02-1-10.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [10:0-3-7,0-2-0], [11:0-3-7,0-2-0], [13:0-3-8,0-2-0], [14:0-3-8,0-1-8], [16:0-3-8,0-1-8], [21:0-3-8,0-1-8], [22:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.34 0.41 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.34 -0.68 0.10 0.17 (loc) 18 17-18 12 18 l/defl >988 >494 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 145 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-22: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)23=931/0-3-8, 12=931/0-3-8 Max Horz 23=33(LC 5) Max Uplift 23=-64(LC 4), 12=-64(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-890/80, 1-2=-2154/174, 2-3=-3481/275, 3-4=-4251/334, 4-5=-4507/354, 5-7=-4356/342, 7-8=-4356/344, 8-9=-3741/298, 9-10=-2828/229, 10-11=-1590/136, 11-12=-896/81 BOT CHORD 21-22=-156/2151, 19-21=-256/3478, 18-19=-314/4249, 17-18=-333/4504, 16-17=-273/3740, 14-16=-202/2826, 13-14=-107/1589 WEBS 1-22=-166/2183, 2-22=-697/84, 2-21=-107/1424, 3-21=-477/63, 3-19=-62/833, 4-19=-276/49, 4-18=-20/278, 8-17=-52/685, 8-16=-434/61, 9-16=-79/1027, 9-14=-618/74, 10-14=-108/1403, 10-13=-793/91, 11-13=-135/1752 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 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) All plates are MT20 plates unless otherwise indicated. 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) 23, 12. December 10,2019 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 B19903314 Truss MG01 Truss Type MONOPITCH GIRDER Qty 1 Ply 3 McKeznie 18 Hamlet Job Reference (optional) I39552086 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-E1s3y0eZMPrvyUMhuvwuhyx2lMXYzs7jJdNqihyAPq5 Scale = 1:34.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x4 5x8 4x8 3x4 4x6 5x8 5x8 5x8 3x6 4x10 2x4 4x6 3x12 4x8 3x12 4x8 3-7-83-7-8 6-11-83-4-0 10-3-83-4-0 13-7-83-4-0 16-11-83-4-0 20-7-03-7-8 3-7-8 3-7-8 6-11-8 3-4-0 10-3-8 3-4-0 13-7-8 3-4-0 16-11-8 3-4-0 20-7-0 3-7-8 1-6-01-11-20.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-8], [7:0-3-7,0-2-0], [8:0-3-7,0-2-0], [10:0-3-8,0-1-8], [11:0-3-8,0-1-8], [13:0-3-8,0-2-8], [15:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.56 0.48 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.49 0.05 0.13 (loc) 12 12 9 12 l/defl >996 >498 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 367 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-15,2-13,7-11,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=3181/0-5-8, 9=3181/0-5-8 Max Horz 16=43(LC 5) Max Uplift 16=-219(LC 4), 9=-219(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2954/245, 1-2=-8678/674, 2-3=-15666/1207, 3-4=-17828/1370, 4-6=-17827/1372, 6-7=-14292/1107, 7-8=-7209/569, 8-9=-3042/252 BOT CHORD 15-16=-36/544, 13-15=-647/8670, 12-13=-1178/15662, 11-12=-1070/14285, 10-11=-530/7208 WEBS 1-15=-644/8484, 2-15=-2515/242, 2-13=-560/7374, 3-13=-2193/210, 3-12=-170/2274, 4-12=-2412/229, 6-12=-287/3787, 6-11=-2759/254, 7-11=-585/7672, 7-10=-2934/274, 8-10=-578/7583 NOTES- 1) 3-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. 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 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=219, 9=219. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 3-6=-730, 6-8=-80, 9-16=-20 December 10,2019 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 B19903314 Truss T01 Truss Type HALF HIP Qty 13 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552087 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-jDQRAMeB7izmaextRdS7D9U9EmtciFRtXH6NE7yAPq4 Scale = 1:65.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 4x10 3x6 2x4 2x4 3x6 3x4 3x6 3x16 MT18HS4x10 3x8 3x8 3x6 4x10 2x4 4x6 4x10 4x10 5x12 8x16 6x8 5x12 6x16 4x8 2x4 5x12 2x4 3x12 3x6 3-5-93-5-9 6-7-113-2-1 9-9-123-2-1 12-11-133-2-1 16-1-153-2-1 19-4-03-2-1 22-1-42-9-4 26-1-74-0-3 29-11-143-10-7 33-10-53-10-7 37-10-84-0-3 3-5-9 3-5-9 6-7-11 3-2-1 9-9-12 3-2-1 12-11-13 3-2-1 16-1-15 3-2-1 19-4-0 3-2-1 22-1-4 2-9-4 26-1-7 4-0-3 29-11-14 3-10-7 33-10-5 3-10-7 37-10-8 4-0-3 1-11-02-3-143-4-00.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [7:0-3-7,0-2-1], [11:0-3-8,0-2-0], [19:0-3-8,0-2-8], [21:0-3-8,0-3-0], [23:0-3-8,0-2-8], [24:0-3-8,0-2-0], [27:0-3-8,0-1-8], [28:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.77 0.49 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.46 0.03 0.04 (loc) 25 25 21 25 l/defl >970 >578 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 167 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 26-29: 2x4 SPF 2100F 1.8E, 20-26: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-29,9-22,15-16,2-28,2-27,3-27,3-25,4-25,5-24,7-23,8-21: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-8 max.): 8-22, 9-15. BOT CHORD Rigid ceiling directly applied or 2-9-14 oc bracing. REACTIONS.(lb/size)29=1807/0-5-8, 16=899/0-3-8, 21=5402/0-5-8 Max Horz 29=62(LC 5) Max Uplift 29=-41(LC 4), 16=-47(LC 5), 21=-114(LC 4) Max Grav 29=1807(LC 1), 16=1342(LC 11), 21=5402(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-1759/54, 1-2=-2919/82, 2-3=-4151/112, 3-4=-4138/111, 4-5=-4138/112, 5-7=-3024/87, 7-8=-893/42, 10-11=-475/1214, 11-12=-1387/70, 12-14=-1387/70, 15-16=-331/23 BOT CHORD 27-28=-71/2912, 25-27=-97/4143, 24-25=-72/3017, 23-24=-26/886, 22-23=-2328/72, 21-22=-2345/72, 19-21=-3804/114, 18-19=-1214/475, 17-18=-63/1277, 16-17=-63/1277 WEBS 1-28=-73/3152, 2-28=-1373/62, 2-27=-35/1396, 3-27=-611/41, 4-25=-633/42, 5-25=-32/1298, 5-24=-1272/57, 7-24=-61/2506, 7-23=-1933/75, 8-23=-92/3768, 8-10=-73/3855, 8-21=-1845/53, 10-21=-4150/122, 10-19=-77/3250, 11-19=-1950/80, 11-18=-44/1882, 12-18=-749/49, 14-18=-572/141, 14-16=-1585/63 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 37-8-12 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 16 except (jt=lb) 21=114. 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) . The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 December 10,2019 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 B19903314 Truss T01 Truss Type HALF HIP Qty 13 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552087 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:49 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-jDQRAMeB7izmaextRdS7D9U9EmtciFRtXH6NE7yAPq4 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-200, 9-15=-200, 16-29=-13 Concentrated Loads (lb) Vert: 9=-90 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 B19903314 Truss T03 Truss Type HALF HIP Qty 5 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552088 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-fcYCa2gRfKDTpy4GZ2UbJaZX1ZXhA9rA?bbUJ?yAPq2 Scale = 1:65.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x4 5x12 3x6 3x6 3x4 2x4 3x16 MT18HS5x12 4x8 3x12 3x6 3x12 2x4 3x6 4x8 6x10 10x16 5x12 5x12 2x4 5x12 3x6 4x8 4x8 3x6 5x12 5x12 4x8 3-5-93-5-9 6-7-113-2-2 9-9-123-2-1 12-11-133-2-1 16-1-153-2-2 19-5-123-3-13 21-10-82-4-12 22-1-40-2-12 25-11-63-10-2 29-10-83-11-2 33-9-103-11-2 37-10-84-0-14 3-5-9 3-5-9 6-7-11 3-2-2 9-9-12 3-2-1 12-11-13 3-2-1 16-1-15 3-2-2 19-5-12 3-3-13 21-10-8 2-4-12 25-11-6 4-0-14 29-10-8 3-11-2 33-9-10 3-11-2 37-10-8 4-0-14 1-11-02-4-93-4-00.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [7:0-3-7,0-2-0], [8:0-3-7,0-2-9], [16:0-3-8,0-2-0], [18:0-3-8,0-2-8], [21:0-3-8,0-3-0], [22:0-3-8,0-2-8], [23:0-3-8,0-2-0], [26:0-3-8,0-1-8], [27:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.69 0.58 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.48 0.04 0.04 (loc) 25 25 20 25 l/defl >914 >545 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 162 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 15-19: 2x4 SPF No.2, 19-24: 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 10-20,14-15,9-18: 2x4 SPF 2100F 1.8E 1-27,5-25,9-21,7-23,8-22: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-9 max.): 9-20, 10-14. BOT CHORD Rigid ceiling directly applied or 2-5-14 oc bracing. REACTIONS.(lb/size)28=1927/0-5-8, 20=5114/0-5-8, 15=1067/0-3-8 Max Horz 28=59(LC 5) Max Uplift 28=-44(LC 4), 20=-108(LC 4), 15=-45(LC 5) Max Grav 28=1927(LC 1), 20=5114(LC 1), 15=1419(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-1879/57, 1-2=-3151/88, 2-3=-4583/123, 3-4=-4775/128, 4-5=-4775/130, 5-7=-3825/108, 7-8=-1862/64, 8-9=-16/1227, 9-20=-4961/144, 9-10=-349/22, 11-12=-1571/71, 12-13=-1571/71, 13-14=-1383/56, 14-15=-1384/58 BOT CHORD 26-27=-69/3144, 25-26=-102/4575, 23-25=-88/3818, 22-23=-47/1855, 21-22=-1221/43, 20-21=-4220/117, 18-20=-4359/123, 17-18=-634/723, 16-17=-62/1383 WEBS 1-27=-80/3410, 2-27=-1485/65, 2-26=-40/1623, 3-26=-724/43, 4-25=-636/42, 5-25=-26/1106, 5-23=-1174/54, 9-21=-96/3878, 9-11=-695/430, 9-18=-96/4217, 11-18=-1978/78, 11-17=-37/1643, 12-17=-747/49, 13-17=-338/237, 13-16=-996/73, 14-16=-61/1697, 8-21=-2480/85, 7-22=-1838/72, 7-23=-56/2308, 8-22=-86/3608 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 37-8-12 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 15 except (jt=lb) 20=108. 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) 90 lb down and 2 lb up at 19-5-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 December 10,2019 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 B19903314 Truss T03 Truss Type HALF HIP Qty 5 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552088 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:51 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-fcYCa2gRfKDTpy4GZ2UbJaZX1ZXhA9rA?bbUJ?yAPq2 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-9=-200, 10-14=-200, 15-28=-13 Concentrated Loads (lb) Vert: 8=-90 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 B19903314 Truss T04 Truss Type Flat Qty 3 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552089 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-fcYCa2gRfKDTpy4GZ2UbJaZdnZc?ABPA?bbUJ?yAPq2 Scale = 1:27.6 1 2 3 4 8 7 6 5 2x4 3x6 3x4 3x4 3x12 2x4 2x4 3x8 5-4-95-4-9 10-7-75-2-13 16-0-05-4-9 5-4-9 5-4-9 10-7-7 5-2-13 16-0-0 5-4-9 3-4-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.32 0.24 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.07 0.02 0.02 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=628/0-5-8, 5=628/0-3-8 Max Horz 8=-59(LC 4) Max Uplift 8=-42(LC 4), 5=-42(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-594/65, 1-2=-782/85, 2-3=-782/85 BOT CHORD 6-7=-67/783, 5-6=-67/783 WEBS 1-7=-64/875, 2-7=-369/76, 3-5=-878/65 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 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 10,2019 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 B19903314 Truss T05 Truss Type Hip Qty 1 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552090 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-7o6aoOh3QdLKR5fS7l?qro6gdzvwvhgJDFL1rSyAPq1 Scale = 1:60.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 917 5x8 3x8 3x4 3x4 3x6 3x6 3x6 3x6 5x8 3x6 6x6 3x4 6x6 3x4 8-0-08-0-0 12-4-124-4-12 18-9-146-5-2 25-3-06-5-2 33-3-08-0-0 -1-2-8 1-2-8 8-0-0 8-0-0 16-7-8 8-7-8 25-3-0 8-7-8 33-3-0 8-0-0 34-5-8 1-2-8 2-2-46-0-96-2-42-2-46-0-96.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [3:0-4-0,0-1-15], [6:0-4-0,0-1-15], [7:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.82 0.45 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.25 0.02 0.01 (loc) 15-16 15-16 9 10-12 l/defl >999 >600 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 143 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 3-5: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-12,2-16,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 4-14, 6-12 REACTIONS.(lb/size)16=563/0-3-8, 14=1938/0-3-8, 9=1101/0-3-8 Max Horz 16=-89(LC 4) Max Uplift 16=-81(LC 6), 14=-61(LC 5), 9=-79(LC 7) Max Grav 16=580(LC 10), 14=1938(LC 1), 9=1104(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-314/98, 3-4=0/392, 4-6=-611/157, 6-7=-1106/148, 2-16=-504/161, 7-9=-1034/194 BOT CHORD 12-14=-52/470, 10-12=0/860 WEBS 3-15=0/270, 3-14=-854/78, 4-14=-1448/158, 4-12=0/400, 6-12=-344/28, 7-10=0/700 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) 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) 16, 14, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 10,2019 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 B19903314 Truss T06 Truss Type Hip Qty 1 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552091 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-b?gy?jihBxTB2FEfgSW3O?frnNEZe4_TSv4bNuyAPq0 Scale = 1:59.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 5x8 4x6 3x4 3x6 3x6 3x6 4x8 2x4 3x8 3x6 3x4 3x8 3x8 3x4 3x4 10-0-010-0-0 12-4-122-4-12 16-7-84-2-12 23-3-06-7-8 33-3-010-0-0 -1-2-8 1-2-8 5-1-12 5-1-12 10-0-0 4-10-4 16-7-8 6-7-8 23-3-0 6-7-8 28-1-4 4-10-4 33-3-0 5-1-12 34-5-8 1-2-8 2-2-47-0-97-2-42-2-47-0-96.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.80 0.49 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.46 0.02 0.01 (loc) 10-11 10-11 10 11 l/defl >999 >538 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 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-15,5-15,5-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 7-10 REACTIONS.(lb/size)15=2038/0-3-8, 17=524/0-3-8, 10=1055/0-3-8 Max Horz 17=99(LC 5) Max Uplift 15=-28(LC 5), 17=-67(LC 6), 10=-82(LC 7) Max Grav 15=2038(LC 1), 17=572(LC 10), 10=1076(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=0/394, 5-6=-725/166, 6-7=-894/155, 2-17=-325/148, 8-10=-332/148 BOT CHORD 13-15=-14/389, 11-13=-14/389, 10-11=-12/800 WEBS 3-16=-353/150, 4-16=0/448, 4-15=-928/56, 5-15=-1373/120, 5-11=-22/503, 7-10=-982/77 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) 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) 15, 17, 10. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 10,2019 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 B19903314 Truss T07 Truss Type Hip Qty 1 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552092 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-3BEKD3iJyFb2gPprEA1IwDB3hnVZNXuchZq8wKyAPq? Scale = 1:59.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 101819 6x6 6x6 3x4 3x4 3x6 3x6 4x8 3x6 4x8 3x6 3x6 4x6 3x4 4x6 3x4 6-1-126-1-12 12-0-05-10-4 12-3-00-3-0 21-3-09-0-0 27-1-45-10-4 33-3-06-1-12 -1-2-8 1-2-8 6-1-12 6-1-12 12-0-0 5-10-4 16-7-8 4-7-8 21-3-0 4-7-8 27-1-4 5-10-4 33-3-0 6-1-12 34-5-8 1-2-8 2-2-48-0-98-2-42-2-48-0-96.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [8:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.60 0.82 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.45 0.02 0.01 (loc) 13-14 13-14 10 11-13 l/defl >999 >559 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 155 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* 5-14,5-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. WEBS 1 Row at midpt 5-14 REACTIONS.(lb/size)17=448/0-3-8, 14=2191/0-3-8, 10=1044/0-3-8 Max Horz 17=-109(LC 4) Max Uplift 17=-67(LC 6), 14=-26(LC 6), 10=-89(LC 7) Max Grav 17=517(LC 10), 14=2191(LC 1), 10=1072(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-296/143, 3-4=0/486, 4-5=0/369, 5-6=-591/172, 6-7=-773/159, 7-8=-1047/147, 2-17=-452/130, 8-10=-1006/179 BOT CHORD 13-14=-22/266, 11-13=0/847 WEBS 3-14=-584/143, 4-14=-553/71, 5-14=-1144/130, 5-13=-20/681, 7-13=-345/124, 8-11=-5/812 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) 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) 17, 14, 10. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 10,2019 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 B19903314 Truss T08 Truss Type Hip Qty 1 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552093 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-XNoiQPjyjYjvIZO1otYXTQkB7Bu?61ClwDZhSnyAPq_ Scale = 1:65.3 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 918 5x8 4x6 3x4 3x4 10x10 3x6 3x8 3x8 5x8 3x8 5x6 3x4 5x6 3x4 3x6 7-0-07-0-0 12-4-125-4-12 14-0-01-7-4 19-3-05-3-0 26-3-07-0-0 33-3-07-0-0 -1-2-8 1-2-8 7-0-0 7-0-0 14-0-0 7-0-0 19-3-0 5-3-0 26-3-0 7-0-0 33-3-0 7-0-0 34-5-8 1-2-8 2-2-49-0-99-2-42-2-49-0-96.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-4-0,0-1-15], [6:0-4-0,0-3-0], [7:0-3-0,0-1-12], [10:0-3-8,0-1-8], [13:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.81 0.62 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.19 0.03 0.03 (loc) 12-13 12-13 9 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 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* 3-13,4-13,4-12,5-12,6-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-1 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, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 3-14, 4-13, 5-12, 6-12 REACTIONS.(lb/size)17=997/0-3-8, 9=1314/0-3-8, 14=1323/0-3-8 Max Horz 17=118(LC 5) Max Uplift 17=-73(LC 6), 9=-97(LC 7), 14=-31(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-964/149, 3-4=-717/182, 4-5=-835/227, 5-6=-1068/211, 6-7=-1421/189, 2-17=-925/182, 7-9=-1248/209 BOT CHORD 14-16=-23/763, 13-14=-385/153, 12-13=0/530, 10-12=-12/1171 WEBS 3-14=-1587/180, 3-13=-43/1143, 4-13=-701/87, 4-12=-49/632, 6-12=-438/133, 2-16=0/695, 7-10=-30/1118 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) 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) 17, 9, 14. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 10,2019 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 B19903314 Truss T09 Truss Type Hip Qty 1 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552094 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-0aL5elkaUsrmvjzDMb4m0eHKiaExrUEv8sJFzDyAPpz Scale = 1:69.7 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11202122 3x8 4x6 5x8 3x8 2x4 3x4 3x6 5x8 3x4 4x8 3x6 3x6 5x6 6x8 3x4 6x8 3x4 6-4-26-4-2 12-4-126-0-10 16-0-03-7-4 17-3-01-3-0 25-1-47-10-4 33-3-08-1-12 -1-2-8 1-2-8 8-1-12 8-1-12 16-0-0 7-10-4 17-3-0 1-3-0 25-1-4 7-10-4 33-3-0 8-1-12 34-5-8 1-2-8 2-2-410-0-910-2-42-2-410-0-96.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-4-0,0-1-15], [9:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.95 0.57 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.25 0.03 0.03 (loc) 12-14 11-12 11 12-14 l/defl >999 >973 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 174 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,3-17,8-12,2-18,9-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-7 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, Except: 6-0-0 oc bracing: 15-17. WEBS 1 Row at midpt 3-17, 5-15, 6-15, 8-14 REACTIONS.(lb/size)19=917/0-3-8, 17=1491/0-3-8, 11=1298/0-3-8 Max Horz 19=-129(LC 4) Max Uplift 19=-77(LC 6), 17=-37(LC 6), 11=-105(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-823/144, 3-5=-707/214, 5-6=-494/233, 6-8=-825/217, 8-9=-1427/197, 2-19=-862/179, 9-11=-1229/219 BOT CHORD 17-18=-39/615, 15-17=-364/151, 14-15=0/590, 12-14=-7/1157 WEBS 3-17=-1626/223, 3-15=-39/1072, 5-15=-265/186, 6-15=-839/41, 6-14=-17/642, 8-14=-725/155, 2-18=0/510, 9-12=-7/1031 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) 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) 19, 17 except (jt=lb) 11=105. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 10,2019 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 B19903314 Truss T10 Truss Type COMMON Qty 3 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552095 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-0aL5elkaUsrmvjzDMb4m0eHOtaDJrPjv8sJFzDyAPpz Scale = 1:68.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10171819202122 3x8 4x10 3x8 3x4 3x8 3x6 3x6 3x6 4x6 4x6 6x8 3x8 4x8 3x8 6-4-26-4-2 12-4-126-0-10 22-8-210-3-6 33-3-010-6-14 -1-2-8 1-2-8 8-5-8 8-5-8 16-7-8 8-2-0 24-9-8 8-2-0 33-3-0 8-5-8 34-5-8 1-2-8 2-2-410-6-02-2-46.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-5-4,Edge], [8:0-3-15,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.68 0.61 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.49 0.02 0.02 (loc) 11-13 11-13 10 11 l/defl >843 >509 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 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 10-12: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-15,3-13,7-11,2-15: 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, Except: 6-0-0 oc bracing: 13-15. WEBS 1 Row at midpt 5-13, 7-10 REACTIONS.(lb/size)16=599/0-3-8, 13=2184/0-3-8, 10=1212/0-3-8 Max Horz 16=132(LC 5) Max Uplift 16=-70(LC 6), 13=-51(LC 6), 10=-104(LC 7) Max Grav 16=638(LC 10), 13=2184(LC 1), 10=1212(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-422/113, 3-5=0/377, 5-7=-1088/266, 7-8=-358/180, 2-16=-574/157, 8-10=-514/211 BOT CHORD 11-13=0/278, 10-11=0/988 WEBS 3-13=-729/214, 5-13=-1303/83, 5-11=-109/1096, 7-11=-497/247, 7-10=-982/12 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) 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) 16, 13 except (jt=lb) 10=104. December 10,2019 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 B19903314 Truss T11 Truss Type Common Qty 2 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552096 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-UmvTr5lCFAzdXtYQvIb?YrpWK_efa3O2NW2oWfyAPpy Scale = 1:33.0 1 2 3 4 5 8 7 6 4x6 2x4 2x4 3x8 5x6 5x6 6-3-46-3-4 12-6-86-3-4 -1-2-8 1-2-8 6-3-4 6-3-4 12-6-8 6-3-4 13-9-0 1-2-8 2-2-45-3-142-2-46.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.83 0.28 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.00 0.00 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=721/0-3-8, 6=721/0-3-8 Max Horz 8=81(LC 5) Max Uplift 8=-61(LC 6), 6=-61(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-565/120, 3-4=-565/120, 2-8=-665/170, 4-6=-665/170 WEBS 2-7=0/328, 4-7=0/328 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) 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. December 10,2019 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 B19903314 Truss T12 Truss Type Common Qty 3 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552097 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-yyTr2Rlq0T6U907cT06E53Mh7O_uJVTCcAoM25yAPpx Scale = 1:33.0 1 2 3 4 7 6 5 4x6 2x4 2x4 3x8 5x6 5x6 6-3-46-3-4 12-6-86-3-4 -1-2-8 1-2-8 6-3-4 6-3-4 12-6-8 6-3-4 2-2-45-3-142-2-46.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.82 0.28 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 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: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=727/0-3-8, 5=607/0-3-8 Max Horz 7=88(LC 6) Max Uplift 7=-58(LC 6), 5=-23(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-575/113, 3-4=-569/109, 2-7=-671/164, 4-5=-551/119 WEBS 2-6=0/341, 4-6=-5/348 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 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. December 10,2019 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 B19903314 Truss T13 Truss Type Flat Qty 3 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552098 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-yyTr2Rlq0T6U907cT06E53MoaO1MJUaCcAoM25yAPpx Scale = 1:21.7 1 2 3 6 5 4 2x4 3x6 2x4 3x8 2x4 3x6 5-2-125-2-12 10-5-85-2-12 5-2-12 5-2-12 10-5-8 5-2-12 3-4-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.35 0.13 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.00 0.01 (loc) 5 5-6 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 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. REACTIONS.(lb/size)6=407/Mechanical, 4=407/0-3-8 Max Horz 6=-59(LC 4) Max Uplift 6=-32(LC 4), 4=-32(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-374/69, 1-2=-408/81, 2-3=-408/81, 3-4=-374/69 WEBS 1-5=-57/452, 2-5=-394/105, 3-5=-57/452 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 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. 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) 6, 4. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 10,2019 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 B19903314 Truss T14 Truss Type ROOF SPECIAL Qty 13 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552099 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:10:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-Q81DGnmSnnELmAho1jdTdGv2moO42_ZLqqXvaYyAPpw Scale = 1:12.31 2 4 3 2x4 3x4 2x4 3x4 2-4-02-4-0 2-4-0 2-4-0 1-10-91-10-00.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.03 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=68/Mechanical, 3=68/Mechanical Max Horz 4=-31(LC 4) Max Uplift 4=-7(LC 4), 3=-16(LC 5) 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 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. December 10,2019 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 B19903314 Truss TG01 Truss Type HALF HIP GIRDER Qty 1 Ply 3 McKeznie 18 Hamlet Job Reference (optional) I39552100 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:11:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-uLbbT7n4X5MCOKG?bR8iAUR65Ca3nG4U3UHS6_yAPpv Scale = 1:38.3 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 3x4 4x10 4x6 2x4 2x4 3x8 3x16 MT18HS4x10 4x8 3x12 3x8 4x10 2x4 3x6 3x12 4x8 4x8 6x10 3x6 3-5-93-5-9 6-7-113-2-1 9-9-123-2-1 12-11-133-2-1 16-1-153-2-1 19-4-03-2-1 22-4-03-0-0 3-5-9 3-5-9 6-7-11 3-2-1 9-9-12 3-2-1 12-11-13 3-2-1 16-1-15 3-2-1 19-4-0 3-2-1 22-4-0 3-0-0 1-11-12-4-03-4-00.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [3:0-3-8,0-1-8], [7:0-3-7,0-2-0], [8:0-3-4,0-2-12], [13:0-3-8,0-2-0], [14:0-3-8,0-1-8], [17:0-3-8,0-1-8], [18:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.47 0.69 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.48 0.10 0.04 (loc) 14-15 14-15 11 15 l/defl >930 >553 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 345 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 9-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-18,2-17,3-15,5-15,7-14,8-13: 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.): 8-12, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)19=4643/0-5-8, 11=4504/0-5-8 Max Horz 19=50(LC 6) Max Uplift 19=-100(LC 4), 11=-96(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-4558/117, 1-2=-8608/210, 2-3=-15070/357, 3-4=-18813/439, 4-5=-18821/441, 5-7=-17220/398, 7-8=-12076/271, 8-9=-364/20, 10-11=-328/23 BOT CHORD 17-18=-239/8597, 15-17=-385/15062, 14-15=-422/17203, 13-14=-294/12070, 12-13=-138/5890, 11-12=-134/5720 WEBS 1-18=-211/9272, 2-18=-3939/119, 2-17=-164/7258, 3-17=-3250/99, 3-15=-92/4224, 4-15=-2856/95, 5-15=-52/1832, 5-14=-3032/102, 7-14=-149/5968, 7-13=-3575/117, 8-13=-180/7168, 8-11=-7000/163 NOTES- 1) 3-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: 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 and C-C Exterior(2) 0-1-12 to 22-2-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 19=100. 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) . The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 December 10,2019 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 B19903314 Truss TG01 Truss Type HALF HIP GIRDER Qty 1 Ply 3 McKeznie 18 Hamlet Job Reference (optional) I39552100 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:11:00 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-uLbbT7n4X5MCOKG?bR8iAUR65Ca3nG4U3UHS6_yAPpv LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-20=-200, 6-20=-850, 6-8=-200, 9-10=-200, 11-19=-13 Concentrated Loads (lb) Vert: 9=-90 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 B19903314 Truss TG02 Truss Type Half Hip Girder Qty 1 Ply 2 McKeznie 18 Hamlet Job Reference (optional) I39552101 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:11:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-MX9_hToiIOU30UrB88fxjh_H0bypWgEeI800fQyAPpu Scale = 1:65.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15293x4 4x10 3x6 3x6 2x4 2x4 3x6 3x8 MT18HS4x10 4x8 3x12 3x8 5x12 2x4 4x8 4x10 4x10 5x12 5x12 6x8 10x16 5x12 4x10 2x4 4x10 2x4 3x8 3x6 3-5-143-5-14 6-8-43-2-6 9-10-103-2-6 13-1-03-2-6 16-3-63-2-6 19-5-123-2-6 21-10-82-4-12 22-1-40-2-12 25-11-63-10-2 29-10-83-11-2 33-9-103-11-2 37-10-84-0-14 3-5-14 3-5-14 6-8-4 3-2-6 9-10-10 3-2-6 13-1-0 3-2-6 16-3-6 3-2-6 19-5-12 3-2-6 21-10-8 2-4-12 25-11-6 4-0-14 29-10-8 3-11-2 33-9-10 3-11-2 37-10-8 4-0-14 1-11-02-4-93-4-00.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [3:0-3-8,0-1-8], [5:0-3-7,0-2-0], [7:0-3-7,0-2-1], [8:0-3-7,0-2-9], [18:0-3-8,0-2-8], [21:0-3-8,0-3-0], [22:0-3-8,0-2-8], [23:0-3-8,0-2-0], [26:0-3-8,0-1-8], [27:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.46 0.53 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.50 0.04 0.08 (loc) 24 24 20 24 l/defl >946 >527 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 333 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E *Except* 15-19: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 10-20,14-15: 2x4 SPF 2100F 1.8E 1-27,2-26,3-24,7-23,8-22,9-21,9-18: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 9-20, 10-14. BOT CHORD Rigid ceiling directly applied or 5-5-14 oc bracing. REACTIONS.(lb/size)28=3094/0-5-8, 20=8342/0-5-8, 15=917/0-3-8 Max Horz 28=59(LC 4) Max Uplift 28=-122(LC 3), 20=-316(LC 3), 15=-56(LC 12) Max Grav 28=3094(LC 1), 20=8342(LC 1), 15=1270(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-3023/131, 1-2=-5418/229, 2-3=-8908/399, 3-4=-10839/521, 4-5=-10838/522, 5-7=-7833/341, 7-8=-3270/127, 8-9=-117/2522, 9-20=-8258/349, 9-10=-342/23, 10-11=-18/510, 11-12=-1261/93, 12-13=-1261/93, 14-15=-341/22 BOT CHORD 26-27=-219/5410, 24-26=-388/8899, 23-24=-326/7821, 22-23=-109/3259, 21-22=-2513/141, 20-21=-7769/335, 18-20=-7998/349, 17-18=-1576/104, 16-17=-77/1175, 15-16=-77/1175 WEBS 1-27=-244/5886, 2-27=-2597/139, 2-26=-195/3952, 3-26=-1752/112, 3-24=-141/2205, 4-24=-711/49, 5-24=-212/3499, 5-23=-2706/154, 7-23=-254/5356, 7-22=-3645/176, 8-22=-275/6841, 8-21=-4326/182, 9-21=-254/6796, 9-11=-59/1097, 9-18=-320/7271, 11-18=-2629/110, 11-17=-85/2437, 12-17=-740/47, 13-17=-467/110, 13-15=-1432/80 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: 2x4 - 1 row at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-24 2x4 - 2 rows staggered at 0-2-0 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Continued on page 2 December 10,2019 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 B19903314 Truss TG02 Truss Type Half Hip Girder Qty 1 Ply 2 McKeznie 18 Hamlet Job Reference (optional) I39552101 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:11:01 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-MX9_hToiIOU30UrB88fxjh_H0bypWgEeI800fQyAPpu NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 28=122, 20=316. 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) 2203 lb down and 169 lb up at 9-9-8, and 1040 lb down and 95 lb up at 27-3-8 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: 1-4=-200, 4-9=-290, 10-14=-200, 15-28=-13 Concentrated Loads (lb) Vert: 24=-2203(B) 29=-1040(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 B19903314 Truss TG03 Truss Type Flat Girder Qty 1 Ply 2 McKeznie 18 Hamlet Job Reference (optional) I39552102 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:11:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-qjjMuopL3icvdeQNirAAFvWYg?OEFLOnXomZBtyAPpt Scale = 1:19.612 4 3 5 6 7 3x6 5x6 3x6 5x6 4-7-84-7-8 4-7-8 4-7-8 3-4-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.08 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=1049/Mechanical, 3=1141/0-3-8 Max Horz 4=-30(LC 3) Max Uplift 4=-90(LC 3), 3=-96(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-469/55, 2-3=-469/46 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, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 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 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. 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) 4, 3. 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) 398 lb down and 37 lb up at 1-1-12, and 398 lb down and 37 lb up at 2-5-12, and 398 lb down and 37 lb up at 3-9-12 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=-217(F=-150), 3-4=-13 Concentrated Loads (lb) Vert: 5=-398(F) 6=-398(F) 7=-398(F) December 10,2019 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 B19903314 Truss TG04 Truss Type Flat Girder Qty 1 Ply 2 McKeznie 18 Hamlet Job Reference (optional) I39552103 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:11:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-IwHk68pzq0kmFo?aGZiPo63c8Pjm_ofxlSV7jJyAPps Scale = 1:13.412 4 3 5 6 7 2x4 4x6 2x4 4x6 4-7-84-7-8 4-7-8 4-7-8 2-1-7LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.55 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.00 0.01 (loc) 3-4 3-4 3 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=2211/Mechanical, 3=2282/0-3-8 Max Horz 4=-18(LC 3) Max Uplift 4=-164(LC 3), 3=-170(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1762/144, 2-3=-1762/140 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. 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. 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=164, 3=170. 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) 304 lb down and 27 lb up at 1-1-12, and 304 lb down and 27 lb up at 2-5-12, and 304 lb down and 27 lb up at 3-9-12 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=-813, 3-4=-13 Concentrated Loads (lb) Vert: 5=-304(B) 6=-304(B) 7=-304(B) December 10,2019 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 B19903314 Truss TG05 Truss Type Hip Girder Qty 1 Ply 2 McKeznie 18 Hamlet Job Reference (optional) I39552104 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:11:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-n6q6JUqbbJsdtxamqGDeKKcpDp_rj714_6FgFlyAPpr Scale = 1:60.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10181920212223 4x6 3x4 2x4 4x6 3x8 5x12 2x4 2x4 5x12 5x8 3x8 3x6 2x4 4x6 4x6 6-0-06-0-0 12-4-126-4-12 19-10-127-6-0 27-3-07-4-4 33-3-06-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 12-4-12 6-4-12 19-10-12 7-6-0 27-3-0 7-4-4 33-3-0 6-0-0 34-5-8 1-2-8 2-2-45-0-95-2-42-2-45-0-96.00 12 Plate Offsets (X,Y)-- [7:0-4-0,0-1-15], [8:0-2-15,0-2-0], [11:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.40 0.50 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.17 0.01 0.07 (loc) 11-13 11-13 10 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 320 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* 4-13,7-13: 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.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)17=428/0-3-8, 14=3481/0-3-8, 10=2024/0-3-8 Max Horz 17=-77(LC 11) Max Uplift 17=-83(LC 13), 14=-715(LC 4), 10=-459(LC 6) Max Grav 17=439(LC 9), 14=3481(LC 1), 10=2024(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-6=-2190/576, 6-7=-2192/578, 7-8=-2415/618, 2-17=-357/111, 8-10=-2013/500 BOT CHORD 14-16=-594/216, 13-14=-594/216, 11-13=-495/2059 WEBS 3-16=-426/114, 4-16=-81/774, 4-14=-2772/603, 4-13=-810/3274, 6-13=-657/156, 7-13=-49/265, 7-11=-213/493, 8-11=-525/2085 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 14=715, 10=459. 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) 253 lb down and 92 lb up at 13-2-4, 253 lb down and 92 lb up at 15-2-4, 253 lb down and 92 lb up at 17-2-4, 253 lb down and 92 lb up at 19-2-4, 253 lb down and 92 lb up at 21-2-4, 253 lb down and 92 lb up at 23-2-4, and 253 lb down and 92 lb up at 25-2-4, and 653 lb down and 307 lb up at 27-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 December 10,2019 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 B19903314 Truss TG05 Truss Type Hip Girder Qty 1 Ply 2 McKeznie 18 Hamlet Job Reference (optional) I39552104 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:11:04 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-n6q6JUqbbJsdtxamqGDeKKcpDp_rj714_6FgFlyAPpr LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-7=-80, 7-8=-80, 8-9=-80, 10-17=-20 Concentrated Loads (lb) Vert: 11=-653 12=-253 18=-253 19=-253 20=-253 21=-253 22=-253 23=-253 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 B19903314 Truss TG06 Truss Type Hip Girder Qty 1 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552105 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:11:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-n6q6JUqbbJsdtxamqGDeKKciDp1Nj604_6FgFlyAPpr Scale = 1:32.6 1 2 3 4 5 6 10 9 8 7 6x16 3x4 3x4 4x10 3x8 5x6 5x6 6-0-06-0-0 6-6-80-6-8 12-6-86-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 6-6-8 0-6-8 12-6-8 6-0-0 13-9-0 1-2-8 2-2-45-0-95-2-42-2-45-0-96.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-8-0,0-1-9], [5:0-3-0,0-1-12], [8:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.85 0.28 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.06 0.00 0.03 (loc) 8 7-8 7 8 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 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=1373/0-3-8, 7=1373/0-3-8 Max Horz 10=-78(LC 3) Max Uplift 10=-368(LC 5), 7=-368(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1452/469, 3-4=-1197/435, 4-5=-1444/465, 2-10=-1308/392, 5-7=-1296/387 BOT CHORD 8-9=-338/1195 WEBS 3-9=-231/682, 4-8=-129/337, 2-9=-355/1160, 5-8=-349/1149 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=368, 7=368. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 653 lb down and 307 lb up at 6-0-0, and 653 lb down and 307 lb up at 6-5-12 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=-80, 2-3=-80, 3-4=-80, 4-5=-80, 5-6=-80, 7-10=-20 Concentrated Loads (lb) Vert: 9=-653 8=-653 December 10,2019 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 B19903314 Truss TG07 Truss Type HALF HIP GIRDER Qty 1 Ply 2 McKeznie 18 Hamlet Job Reference (optional) I39552106 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:11:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-FIOUWqrDMd_UV59yN_kttX8wnDL7SVsEDm_DoCyAPpq Scale = 1:38.3 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x4 4x10 4x6 3x4 2x4 4x10 5x10 MT18HS5x12 4x8 3x12 3x6 3x12 2x4 3x6 3x6 3x6 3x12 6x16 4x6 3-4-113-4-11 6-5-153-1-3 9-7-23-1-3 12-8-53-1-3 15-9-93-1-3 19-4-03-6-7 22-4-03-0-0 3-4-11 3-4-11 6-5-15 3-1-3 9-7-2 3-1-3 12-8-5 3-1-3 15-9-9 3-1-3 19-4-0 3-6-7 22-4-0 3-0-0 1-11-22-4-13-4-00.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [8:0-4-8,0-2-8], [13:0-3-8,0-1-8], [17:0-3-8,0-1-8], [18:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 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 0.44 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.44 0.07 0.04 (loc) 14-15 14-15 11 15 l/defl >999 >607 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 285 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-18,2-17,3-15,8-13,8-11: 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.): 8-12, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)19=3801/0-5-8, 11=4913/0-5-8 Max Horz 19=71(LC 6) Max Uplift 19=-82(LC 4), 11=-105(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-3629/98, 1-2=-6563/163, 2-3=-10485/248, 3-4=-12244/281, 4-5=-12244/283, 5-7=-12150/274, 7-8=-10481/234, 8-9=-1987/64, 10-11=-446/31 BOT CHORD 17-18=-205/6550, 15-17=-288/10475, 14-15=-308/12140, 13-14=-260/10471, 12-13=-152/6466, 11-12=-147/6300 WEBS 1-18=-151/6944, 2-18=-2950/109, 2-17=-95/4383, 3-17=-1863/77, 3-15=-42/1980, 4-15=-923/61, 5-15=-259/106, 5-14=-938/64, 7-14=-55/1930, 7-13=-1958/97, 8-13=-121/4492, 8-11=-7612/178 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. 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 and C-C Exterior(2) 0-1-12 to 22-2-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19 except (jt=lb) 11=105. 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) 80 lb down and 2 lb up at 0-1-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 December 10,2019 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 B19903314 Truss TG07 Truss Type HALF HIP GIRDER Qty 1 Ply 2 McKeznie 18 Hamlet Job Reference (optional) I39552106 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:11:05 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-FIOUWqrDMd_UV59yN_kttX8wnDL7SVsEDm_DoCyAPpq LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-300, 9-10=-300, 11-19=-20 Concentrated Loads (lb) Vert: 1=-80 9=-1580 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 B19903314 Truss TG08 Truss Type FLAT GIRDER Qty 1 Ply 2 McKeznie 18 Hamlet Job Reference (optional) I39552107 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:11:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-BhWFxWsTuEECkPJLVPmLyyEMF00NwYiWg4TKs4yAPpo Scale = 1:30.0 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 101920212223242526272829 3x6 4x10 4x6 4x10 3x6 6x8 5x8 3x12 10x10 3x6 5x8 2x4 3x6 3x8 2x4 5x12 3x12 5x8 2-10-62-10-6 5-2-12-3-11 7-7-112-5-10 10-1-52-5-10 12-6-152-5-10 14-10-102-3-11 17-9-02-10-6 2-8-6 2-8-6 5-2-1 2-5-10 7-7-11 2-5-10 10-1-5 2-5-10 12-6-15 2-5-10 15-0-10 2-5-10 17-9-0 2-8-6 1-9-15Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [7:0-3-0,Edge], [8:0-3-8,0-1-8], [11:0-3-8,0-2-8], [15:0-3-8,0-5-0], [17:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.45 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.35 0.04 0.10 (loc) 13-14 13-14 10 13-14 l/defl >999 >607 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 284 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SP 2400F 2.0E BRACING- TOP CHORD 2-0-0 oc purlins (5-8-13 max.): 1-9, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)18=4331/0-3-8, 10=4642/0-3-8 Max Horz 18=35(LC 4) Max Uplift 18=-479(LC 3), 10=-513(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-3461/395, 1-2=-7086/794, 2-3=-11810/1318, 3-4=-13764/1533, 4-5=-13764/1533, 5-6=-11454/1276, 6-8=-11454/1276, 8-9=-7025/785, 9-10=-3432/390 BOT CHORD 17-18=-72/420, 15-17=-806/7086, 14-15=-1328/11810, 13-14=-1614/14412, 12-13=-1614/14412, 11-12=-786/7025, 10-11=-55/419 WEBS 1-17=-820/7380, 2-17=-2347/290, 2-15=-587/5263, 3-15=-1200/157, 3-14=-242/2177, 5-14=-722/88, 5-13=-142/1461, 5-12=-3296/372, 8-12=-551/4934, 8-11=-2228/277, 9-11=-810/7314 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 0-9-0 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 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=479, 10=513. 8) 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 December 10,2019 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 B19903314 Truss TG08 Truss Type FLAT GIRDER Qty 1 Ply 2 McKeznie 18 Hamlet Job Reference (optional) I39552107 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:11:07 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-BhWFxWsTuEECkPJLVPmLyyEMF00NwYiWg4TKs4yAPpo NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 501 lb down and 44 lb up at 1-3-4, 55 lb down and 24 lb up at 1-4-12, 501 lb down and 44 lb up at 2-7-4, 55 lb down and 24 lb up at 2-8-12, 501 lb down and 44 lb up at 3-11-4, 55 lb down and 24 lb up at 4-0-12, 501 lb down and 44 lb up at 5-3-4, 55 lb down and 24 lb up at 5-4-12, 501 lb down and 44 lb up at 6-7-4, 55 lb down and 24 lb up at 6-8-12, 501 lb down and 44 lb up at 7-11-4, 55 lb down and 24 lb up at 8-0-12, 501 lb down and 44 lb up at 9-3-4, 55 lb down and 24 lb up at 9-4-12, 501 lb down and 44 lb up at 10-7-4, 55 lb down and 24 lb up at 10-8-12, 501 lb down and 44 lb up at 11-11-4, 55 lb down and 24 lb up at 12-0-12, 501 lb down and 44 lb up at 13-3-4, 55 lb down and 24 lb up at 13-4-12, 501 lb down and 44 lb up at 14-7-4 , 55 lb down and 24 lb up at 14-8-12, 501 lb down and 44 lb up at 15-11-4, 55 lb down and 24 lb up at 16-0-12, and 504 lb down and 42 lb up at 17-3-4, and 59 lb down and 21 lb up at 17-7-4 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: 1-9=-80, 10-18=-20 Concentrated Loads (lb) Vert: 10=-59(B) 16=-501(F) 17=-555(F=-501, B=-55) 15=-555(F=-501, B=-55) 14=-501(F) 19=-555(F=-501, B=-55) 20=-55(B) 21=-555(F=-501, B=-55) 22=-55(B) 23=-555(F=-501, B=-55) 24=-555(F=-501, B=-55) 25=-555(F=-501, B=-55) 26=-555(F=-501, B=-55) 27=-555(F=-501, B=-55) 28=-555(F=-501, B=-55) 29=-504(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 B19903314 Truss TG09 Truss Type Flat Girder Qty 1 Ply 2 McKeznie 18 Hamlet Job Reference (optional) I39552108 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:11:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-ft4d9st5fYM3MZtX36HaVAmZ4QRSfxpgvkDuOWyAPpn Scale = 1:30.0 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 1019202122232425262728 2x4 3x6 3x4 2x4 4x6 4x6 3x12 2x4 3x8 2x4 3x8 2x4 2x4 3x8 2x4 3x8 2x4 3x8 2-7-112-7-11 5-1-102-5-15 7-7-92-5-15 10-1-72-5-15 12-7-62-5-15 15-1-52-5-15 17-9-02-7-11 2-7-11 2-7-11 5-1-10 2-5-15 7-7-9 2-5-15 10-1-7 2-5-15 12-7-6 2-5-15 15-1-5 2-5-15 17-9-0 2-7-11 1-10-9LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.14 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.11 0.02 0.03 (loc) 13-14 13-14 10 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 187 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-9, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)18=1208/0-3-8, 10=1254/0-4-0 Max Horz 18=44(LC 4) Max Uplift 18=-157(LC 3), 10=-166(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1093/152, 1-2=-1687/231, 2-3=-1687/231, 3-4=-3387/452, 4-5=-3387/452, 5-6=-2827/380, 6-8=-2827/380 BOT CHORD 15-17=-401/2878, 14-15=-401/2878, 13-14=-469/3446, 12-13=-469/3446, 11-12=-237/1720, 10-11=-237/1720 WEBS 1-17=-250/1897, 3-17=-1392/188, 3-14=-78/594, 5-12=-723/99, 8-12=-172/1293, 8-10=-1945/256 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; end vertical 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=157, 10=166. 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) 55 lb down and 15 lb up at 1-4-12, 55 lb down and 15 lb up at 2-8-12, 55 lb down and 15 lb up at 4-0-12, 55 lb down and 15 lb up at 5-4-12, 55 lb down and 15 lb up at 6-8-12, 55 lb down and 15 lb up at 8-0-12, 55 lb down and 15 lb up at 9-4-12, 55 lb down and 15 lb up at 10-8-12, 55 lb down and 15 lb up at 12-0-12, 55 lb down and 15 lb up at 13-4-12, 55 lb down and 15 lb up at 14-8-12, and 55 lb down and 15 lb up at 16-0-12, and 59 lb down and 13 lb up at 17-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 December 10,2019 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 B19903314 Truss TG09 Truss Type Flat Girder Qty 1 Ply 2 McKeznie 18 Hamlet Job Reference (optional) I39552108 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:11:08 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-ft4d9st5fYM3MZtX36HaVAmZ4QRSfxpgvkDuOWyAPpn LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-9=-80, 10-18=-20 Concentrated Loads (lb) Vert: 10=-59(F) 17=-55(F) 15=-55(F) 19=-55(F) 20=-55(F) 21=-55(F) 22=-55(F) 23=-55(F) 24=-55(F) 25=-55(F) 26=-55(F) 27=-55(F) 28=-55(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 B19903314 Truss V01 Truss Type Valley Qty 1 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552109 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:11:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-74e?MCukQsUwzjSjcpop1NJb1qjkOW9p8OyRxzyAPpm Scale = 1:14.0 1 2 3 2x4 2x4 2x4 4-6-0 4-6-0 0-0-42-3-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.72 0.33 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: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=186/4-5-8, 3=186/4-5-8 Max Horz 1=58(LC 6) Max Uplift 3=-27(LC 6) 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. December 10,2019 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 B19903314 Truss V02 Truss Type Valley Qty 1 Ply 1 McKeznie 18 Hamlet Job Reference (optional) I39552110 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 10 09:11:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:BJGzVxxUpKSW8q??4UzZmIzKGp2-74e?MCukQsUwzjSjcpop1NJkqqnnOW9p8OyRxzyAPpm Scale = 1:9.1 1 2 3 2x4 2x4 2x4 2-6-0 2-6-0 0-0-41-3-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.15 0.07 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: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=86/2-5-8, 3=86/2-5-8 Max Horz 1=27(LC 6) Max Uplift 3=-13(LC 6) 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. December 10,2019 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