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HomeMy WebLinkAboutRoof truss eng16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). September 13,2019 Liu, Xuegang Pages or sheets covered by this seal: I38521290 thru I38521343 My license renewal date for the state of Indiana is July 31, 2020. B19902307 McKeznie 4 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 Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss CG01 Truss Type Roof Special Girder Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521290 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-E5O7uOBV6pht3LIuH9xtQFTxq8gFFEs2Iyu9r7ye4g9 Scale = 1:22.8 1 2 3 5 4 6 7 3x4 2x4 4x6 4x6 6-5-0 6-5-0 -1-8-8 1-8-8 6-5-0 6-5-0 2-2-43-8-63-4-140-3-83-8-62.83 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 0.34 0.18 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 -0.00 0.02 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=477/0-4-9, 4=284/0-1-8 Max Horz 5=91(LC 5) Max Uplift 5=-108(LC 3), 4=-93(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-415/105 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 100 lb uplift at joint(s) 4 except (jt=lb) 5=108. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 lb up at 3-8-2, and 5 lb up at 3-8-2 on top chord, and 47 lb up at 3-8-2, and 47 lb up at 3-8-2 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 September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss CG02 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521291 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-E5O7uOBV6pht3LIuH9xtQFTt78f9FEn2Iyu9r7ye4g9 Scale: 1/2"=1' 1 2 3 5 4 6 7 8 9 3x4 6x6 3x6 4x6 8-4-5 8-4-5 -1-8-8 1-8-8 8-4-5 8-4-5 2-2-44-1-143-10-60-3-84-1-142.83 12 Plate Offsets (X,Y)-- [2:0-2-14,0-3-0] 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 0.58 0.25 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.13 0.00 0.07 (loc) 4-5 4-5 4 4-5 l/defl >999 >722 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 48 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=105(LC 5) Max Uplift 5=-172(LC 3), 4=-137(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-499/123, 3-4=-311/80 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; 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 100 lb uplift at joint(s) except (jt=lb) 5=172, 4=137. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down at 2-9-8, 41 lb down at 2-9-8, and 21 lb down and 32 lb up at 5-7-7, and 21 lb down and 32 lb up at 5-7-7 on top chord, and 57 lb up at 2-9-8, 57 lb up at 2-9-8, and 20 lb down and 31 lb up at 5-7-7, and 20 lb down and 31 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) September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss CG03 Truss Type Diagonal Hip Girder Qty 4 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521292 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-iHyV5jC7t7qkhVs5rsS6yS06HX0K_hdBXcdiNZye4g8 Scale = 1:14.6 1 2 5 3 6 4 3x6 6-4-9 6-4-9 -1-2-7 1-2-7 6-4-9 6-4-9 0-8-122-2-41-8-52-2-42.74 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 0.36 0.19 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.00 0.01 (loc) 2-4 2-4 3 2-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=219/Mechanical, 2=432/0-5-1, 4=73/Mechanical Max Horz 2=53(LC 3) Max Uplift 3=-53(LC 3), 2=-63(LC 3) Max Grav 3=219(LC 1), 2=432(LC 1), 4=116(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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 22 lb up at 3-5-14, and 22 lb up at 3-7-15 on top chord, and at 3-5-14, and at 3-7-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 2-4=-20 September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss GE01 Truss Type Monopitch Supported Gable Qty 2 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521293 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-iHyV5jC7t7qkhVs5rsS6yS0AxX25_gRBXcdiNZye4g8 Scale = 1:12.8 1 2 3 4 5 6 12 11 10 9 8 7 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 6-10-8 6-10-8 1-6-01-7-110.25 12 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 0.07 0.01 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 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 6-10-8. (lb) - Max Horz 12=26(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 12, 7, 8, 9, 10, 11 Max Grav All reactions 250 lb or less at joint(s) 12, 7 except 8=289(LC 1), 9=287(LC 1), 10=279(LC 1), 11=319(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-8=-271/29, 4-9=-269/30, 3-10=-261/29, 2-11=-296/32 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) 12, 7, 8, 9, 10, 11. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss GE02 Truss Type Monopitch Supported Gable Qty 2 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521294 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-AUWtJ3DleQybJfRHPZ_LVgZMkxOLj7iLlGNGv?ye4g7 Scale = 1:26.8 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 2x4 3x6 3x4 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 16-2-0 16-2-0 16-2-0 16-2-0 1-7-131-11-140.25 12 Plate Offsets (X,Y)-- [25:0-0-0,0-1-12], [25:0-3-0,0-1-4], [26:0-1-12,0-0-0] 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 0.06 0.01 0.08 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: 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 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 16-2-0. (lb) - Max Horz 28=33(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 28, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 26, 27 Max Grav All reactions 250 lb or less at joint(s) 28, 15 except 16=288(LC 1), 17=286(LC 1), 18=284(LC 1), 19=285(LC 1), 20=284(LC 1), 21=284(LC 1), 22=284(LC 1), 23=284(LC 1), 24=285(LC 1), 26=281(LC 1), 27=313(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 13-16=-270/16, 12-17=-268/19, 10-18=-266/18, 9-19=-267/18, 8-20=-267/18, 7-21=-267/18, 6-22=-267/18, 5-23=-267/18, 4-24=-267/18, 3-26=-263/18, 2-27=-290/19 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) 28, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 26, 27. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss GE05 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521295 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-eg4FWPENPk4Swo0TzHVa1t5WNLkVSasU_w6pRRye4g6 Scale = 1:29.1 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 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 17-6-0 17-6-0 17-6-0 17-6-0 2-5-122-10-20.25 12 Plate Offsets (X,Y)-- [27:0-0-0,0-1-12], [27:0-3-0,0-1-4], [28:0-1-12,0-0-0] 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 0.07 0.01 0.08 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: 70 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 17-6-0. (lb) - Max Horz 30=49(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 except 17=287(LC 1), 18=287(LC 1), 19=284(LC 1), 20=284(LC 1), 21=284(LC 1), 22=284(LC 1), 23=284(LC 1), 24=284(LC 1), 25=284(LC 1), 26=285(LC 1), 28=282(LC 1), 29=311(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 14-17=-269/14, 13-18=-270/18, 11-19=-266/17, 10-20=-267/17, 9-21=-267/17, 8-22=-267/17, 7-23=-267/17, 6-24=-267/17, 5-25=-267/17, 4-26=-267/17, 3-28=-264/18, 2-29=-289/20 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. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss GE06 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521296 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-6sedklF0A2CJYybgW_0pa5ehzl4jB13eDasN_uye4g5 Scale = 1:33.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 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 2x4 2x4 2x4 2x4 3x6 2x4 20-3-0 20-3-0 20-3-0 20-3-0 2-5-102-10-110.25 12 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 0.08 0.01 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 18 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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 20-3-0. (lb) - Max Horz 34=50(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 34, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 30, 31, 32, 33 Max Grav All reactions 250 lb or less at joint(s) 34, 18 except 19=287(LC 1), 20=287(LC 1), 21=284(LC 1), 22=284(LC 1), 23=284(LC 1), 24=284(LC 1), 25=284(LC 1), 26=284(LC 1), 27=284(LC 1), 28=284(LC 1), 30=284(LC 1), 31=285(LC 1), 32=279(LC 1), 33=324(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 16-19=-269/14, 15-20=-270/18, 14-21=-266/17, 12-22=-267/17, 11-23=-267/17, 10-24=-267/17, 9-25=-267/17, 8-26=-267/17, 7-27=-267/17, 6-28=-267/17, 5-30=-267/17, 4-31=-267/17, 3-32=-261/18, 2-33=-301/21 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) 34, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 30, 31, 32, 33. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss GE07 Truss Type GABLE Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521297 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-6sedklF0A2CJYybgW_0pa5ee9l4pB27eDasN_uye4g5 Scale = 1:17.6 1 2 5 4 3 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2-3-8 2-3-8 2-10-22-10-110.25 12 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-P 0.26 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=203/2-3-8, 3=206/2-3-8, 4=17/2-3-8 Max Horz 5=50(LC 5) Max Uplift 5=-42(LC 4), 3=-32(LC 5) Max Grav 5=203(LC 1), 3=206(LC 1), 4=34(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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521298 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-a3C0x5FexLKAA6As4iX26IBqs9PIwVgnSEbwWKye4g4 Scale = 1:18.5 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 2-7-15 1-1-15 -1-2-8 1-2-8 2-7-15 2-7-15 2-2-43-0-142-8-113-0-144.00 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 0.12 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.01 0.01 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=261/0-3-8, 3=68/Mechanical, 4=25/Mechanical Max Horz 6=75(LC 6) Max Uplift 6=-34(LC 4), 3=-14(LC 4), 4=-32(LC 6) Max Grav 6=261(LC 1), 3=68(LC 1), 4=49(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) 6, 3, 4. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521299 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-a3C0x5FexLKAA6As4iX26IBqs9PIwVgnSEbwWKye4g4 Scale = 1:18.5 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 2-7-15 1-1-15 -1-2-8 1-2-8 2-7-15 2-7-15 2-2-43-0-142-8-113-0-144.00 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 0.12 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.01 0.01 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=261/0-3-8, 3=68/Mechanical, 4=25/Mechanical Max Horz 6=75(LC 6) Max Uplift 6=-34(LC 4), 3=-14(LC 4), 4=-33(LC 6) Max Grav 6=261(LC 1), 3=68(LC 1), 4=49(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) 6, 3, 4. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss J03 Truss Type Jack-Open Qty 2 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521300 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-2FmO9RGGifS1nGl2eP2HfWj?bYlZfy0xguLT2mye4g3 Scale = 1:17.5 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 2-0-7 0-6-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-42-10-62-6-32-10-64.00 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 0.05 0.05 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=68(LC 6) Max Uplift 6=-36(LC 4), 3=-7(LC 7), 4=-46(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) 6, 3, 4. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss J04 Truss Type Jack-Open Qty 2 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521301 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-2FmO9RGGifS1nGl2eP2HfWj_8Yi0fxixguLT2mye4g3 Scale = 1:20.6 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 4-0-7 2-6-7 -1-2-8 1-2-8 4-0-7 4-0-7 2-2-43-6-63-2-33-6-64.00 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 0.22 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.04 0.03 (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=89(LC 6) Max Uplift 6=-34(LC 4), 3=-34(LC 4), 4=-14(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=-281/18 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) 6, 3, 4. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss J05 Truss Type Jack-Open Qty 2 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521302 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-WRKmMnHuTzauPQKFC7ZWCjG9uy2FOOy4vY41aDye4g2 Scale = 1:20.6 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 4-0-7 2-6-7 -1-2-8 1-2-8 4-0-7 4-0-7 2-2-43-6-63-2-33-6-64.00 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 0.22 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.04 0.03 (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=89(LC 6) Max Uplift 6=-34(LC 4), 3=-34(LC 4), 4=-14(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=-281/18 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) 6, 3, 4. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss J06 Truss Type Jack-Open Qty 2 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521303 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-WRKmMnHuTzauPQKFC7ZWCjGALy5oOPG4vY41aDye4g2 Scale = 1:17.5 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 2-0-7 0-6-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-42-10-62-6-32-10-64.00 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 0.05 0.05 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=68(LC 6) Max Uplift 6=-36(LC 4), 3=-7(LC 7), 4=-46(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) 6, 3, 4. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss J07 Truss Type Jack-Open Qty 2 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521304 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-?et8Z7IWEGil1avRlq4lkxoNLMQm7sMD8Cqa7fye4g1 Scale = 1:10.8 1 2 3 4 5 3x6 3x4 2-6-1 2-6-1 -0-10-8 0-10-8 2-6-1 2-6-1 0-9-01-7-01-2-131-7-04.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-5] 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 0.12 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=85/Mechanical, 2=205/0-3-8, 5=24/Mechanical Max Horz 2=32(LC 4) Max Uplift 4=-28(LC 4), 2=-31(LC 4) Max Grav 4=85(LC 1), 2=205(LC 1), 5=49(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) 4, 2. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss J08 Truss Type Jack-Open Qty 2 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521305 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-TqRWnTI8?aqbejUdJXc_H8LY5mm?sJcNMsZ7f5ye4g0 Scale = 1:10.8 1 2 3 4 5 3x6 3x4 2-6-1 2-6-1 -0-10-8 0-10-8 2-6-1 2-6-1 0-9-01-7-01-2-131-7-04.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-5] 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 0.12 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=85/Mechanical, 2=205/0-3-8, 5=24/Mechanical Max Horz 2=32(LC 4) Max Uplift 4=-28(LC 4), 2=-31(LC 4) Max Grav 4=85(LC 1), 2=205(LC 1), 5=49(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) 4, 2. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss J09 Truss Type Jack-Open Qty 2 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521306 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-TqRWnTI8?aqbejUdJXc_H8LXvmmvsJcNMsZ7f5ye4g0 Scale = 1:10.6 1 2 3 4 5 3x6 3x4 2-7-4 2-7-4 -0-10-8 0-10-8 2-7-4 2-7-4 0-8-121-6-101-2-71-6-93.77 12 Plate Offsets (X,Y)-- [2:0-2-12,0-0-1] 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 0.13 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=90/Mechanical, 2=209/0-3-8, 5=25/Mechanical Max Horz 2=31(LC 4) Max Uplift 4=-28(LC 4), 2=-32(LC 4) Max Grav 4=90(LC 1), 2=209(LC 1), 5=51(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) 4, 2. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss J10 Truss Type Jack-Open Qty 6 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521307 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-x0?v_oJmmuySGt2ptF7DpMucdA4MbmrWbWJhBYye4g? Scale = 1:13.8 1 2 3 4 5 3x6 3x4 4-8-4 4-8-4 -0-10-8 0-10-8 4-8-4 4-8-4 0-8-122-2-71-10-52-2-73.77 12 Plate Offsets (X,Y)-- [2:0-2-12,0-0-1] 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 0.52 0.26 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 0.01 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >809 n/a **** 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 SLIDER Left 2x4 SPF-S Stud 2-5-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=178/Mechanical, 2=308/0-3-8, 5=46/Mechanical Max Horz 2=51(LC 4) Max Uplift 4=-53(LC 4), 2=-34(LC 4) Max Grav 4=178(LC 1), 2=308(LC 1), 5=93(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) 4, 2. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss J11 Truss Type Jack-Open Qty 2 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521308 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-x0?v_oJmmuySGt2ptF7DpMuifA68bmrWbWJhBYye4g? Scale = 1:10.6 1 2 3 4 5 3x6 3x4 2-7-4 2-7-4 -0-10-8 0-10-8 2-7-4 2-7-4 0-8-121-6-101-2-71-6-93.77 12 Plate Offsets (X,Y)-- [2:0-2-12,0-0-1] 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 0.13 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=90/Mechanical, 2=209/0-3-8, 5=25/Mechanical Max Horz 2=31(LC 4) Max Uplift 4=-28(LC 4), 2=-32(LC 4) Max Grav 4=90(LC 1), 2=209(LC 1), 5=51(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) 4, 2. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss M01 Truss Type MONOPITCH Qty 16 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521309 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-PDZHC8KPXB4Ju1d0RyeSMZQp7ZSdK5WgqA2Ek_ye4g_ Scale = 1:12.8 1 2 3 6 5 4 2x4 3x8 2x4 3x12 2x4 3x8 3-5-4 3-5-4 6-10-8 3-5-4 3-5-4 3-5-4 6-10-8 3-5-4 1-6-01-7-110.25 12 Plate Offsets (X,Y)-- [3:0-3-8,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.40 0.13 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.04 0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 25 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 5-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=702/0-3-8, 4=702/Mechanical Max Horz 6=15(LC 6) Max Uplift 6=-15(LC 4), 4=-17(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-657/53, 1-2=-1019/73, 2-3=-1021/75, 3-4=-657/59 WEBS 1-5=-56/979, 2-5=-722/83, 3-5=-76/1006 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) 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. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss M02 Truss Type Monopitch Qty 16 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521310 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-PDZHC8KPXB4Ju1d0RyeSMZQtdZNTK5RgqA2Ek_ye4g_ Scale = 1:26.8 1 2 3 4 5 6 7 14 13 12 11 10 9 8 2x4 3x8 3x4 2x4 3x4 3x8 3x6 3x6 3x6 2x4 3x8 3x6 3x6 3x6 3-4-14 3-4-14 6-6-5 3-1-6 9-7-11 3-1-6 12-9-2 3-1-6 16-2-0 3-4-14 3-4-14 3-4-14 6-6-5 3-1-6 9-7-11 3-1-6 12-9-2 3-1-6 16-2-0 3-4-14 1-7-131-11-140.25 12 Plate Offsets (X,Y)-- [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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.39 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.14 0.02 0.03 (loc) 10-11 10-11 8 10-11 l/defl >999 >999 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 59 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 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=529/Mechanical, 8=529/Mechanical Max Horz 14=7(LC 4) Max Uplift 14=-36(LC 4), 8=-37(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-498/55, 1-2=-976/84, 2-3=-1366/117, 3-4=-1308/112, 4-6=-1308/114, 6-7=-867/76, 7-8=-501/57 BOT CHORD 11-13=-90/974, 10-11=-122/1363, 9-10=-76/865 WEBS 1-13=-86/1014, 2-13=-358/62, 2-11=-35/428, 6-10=-44/498, 6-9=-398/67, 7-9=-83/945 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;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. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss M03 Truss Type Monopitch Qty 10 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521311 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-tP7fPUL1IVCAWBCC_g9hvnz__zmJ3gXp3qooFQye4fz Scale = 1:21.6 1 2 3 5 4 2x4 2x4 3x4 3x4 4-7-8 4-7-8 -1-2-8 1-2-8 4-7-8 4-7-8 2-2-43-8-123-5-40-3-83-8-124.00 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 0.40 0.22 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >984 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=342/0-3-8, 4=200/0-1-8 Max Horz 5=94(LC 6) Max Uplift 5=-34(LC 4), 4=-50(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-299/76 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. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss M04 Truss Type MONOPITCH Qty 9 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521312 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-tP7fPUL1IVCAWBCC_g9hvnzwyzkI3gRp3qooFQye4fz Scale = 1:25.6 1 2 3 5 4 2x4 2x4 3x4 3x4 -1-2-8 1-2-8 6-0-0 6-0-0 2-2-44-2-43-10-120-3-84-2-44.00 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 0.06 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: 26 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=108(LC 6) Max Uplift 5=-35(LC 4), 4=-55(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-350/98 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. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss M06 Truss Type MONOPITCH Qty 8 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521313 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-Lbh1dqMf3pK17LnOYNgwR_W4WNy6oyXzHUXLnsye4fy Scale = 1:29.1 1 2 3 4 5 6 7 14 13 12 11 10 9 8 3x4 4x10 3x6 3x4 3x6 4x10 3x8 3x8 3x6 2x4 4x10 4x6 5x8 5x8 3-8-2 3-8-2 7-0-11 3-4-10 10-5-5 3-4-10 13-9-14 3-4-10 17-6-0 3-8-2 3-8-2 3-8-2 7-0-11 3-4-10 10-5-5 3-4-10 13-9-14 3-4-10 17-6-0 3-8-2 2-5-122-10-20.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [7:0-3-7,0-2-8], [9:0-3-8,0-2-8], [11:0-3-8,0-1-8], [13:0-3-8,0-2-0] 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 0.67 0.83 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.26 0.05 0.02 (loc) 10-11 10-11 8 10 l/defl >999 >790 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 72 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* 1-13,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=1836/Mechanical, 8=1836/0-5-8 Max Horz 14=26(LC 5) Max Uplift 14=-40(LC 4), 8=-38(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1798/58, 1-2=-2369/61, 2-3=-3322/89, 3-4=-3220/90, 4-6=-3220/92, 6-7=-2175/72, 7-8=-1801/54 BOT CHORD 11-13=-33/2362, 10-11=-55/3314, 9-10=-32/2166 WEBS 1-13=-69/2718, 2-13=-1400/67, 2-11=-31/1145, 3-11=-590/43, 4-10=-655/43, 6-10=-27/1296, 6-9=-1495/63, 7-9=-59/2621 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 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. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss M07 Truss Type Monopitch Qty 8 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521314 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-Lbh1dqMf3pK17LnOYNgwR_W1JNxiowxzHUXLnsye4fy Scale = 1:32.9 1 2 3 4 5 6 7 14 13 12 11 10 9 8 3x4 5x12 3x6 3x4 3x8 MT18HS6x8 3x8 3x8 3x6 2x4 5x12 4x8 5x12 5x12 4-1-10 4-1-10 7-11-11 3-10-2 11-9-13 3-10-2 15-7-14 3-10-2 19-9-8 4-1-10 4-1-10 4-1-10 7-11-11 3-10-2 11-9-13 3-10-2 15-7-14 3-10-2 19-9-8 4-1-10 2-5-122-10-110.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [6:0-3-7,0-2-0], [7:0-3-7,0-2-8], [9:0-3-8,0-2-8], [11:0-3-8,0-1-8], [13:0-3-8,0-3-0] 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 0.87 0.85 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.38 0.06 0.03 (loc) 10-11 10-11 8 10-11 l/defl >999 >609 n/a >999 L/d 600 480 n/a 240 PLATES MT20 MT18HS Weight: 79 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-12: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-13,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=2080/Mechanical, 8=2080/0-5-8 Max Horz 14=27(LC 5) Max Uplift 14=-46(LC 4), 8=-44(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-2039/65, 1-2=-3023/77, 2-3=-4231/110, 3-4=-4082/111, 4-6=-4082/112, 6-7=-2744/85, 7-8=-2041/62 BOT CHORD 11-13=-48/3015, 10-11=-75/4221, 9-10=-44/2734 WEBS 1-13=-84/3363, 2-13=-1579/75, 2-11=-37/1401, 3-11=-661/48, 4-10=-743/49, 6-10=-34/1600, 6-9=-1700/73, 7-9=-73/3200 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 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss M08 Truss Type Monopitch Qty 4 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521315 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-pnFPqAMHp6SulVMb65B9_C2BMnGEXMa6W8HuJJye4fx Scale = 1:33.7 1 2 3 4 5 6 7 14 13 12 11 10 9 8 3x4 5x12 3x6 3x4 3x8 MT18HS6x8 4x8 3x8 3x6 2x4 5x12 4x8 5x12 5x12 4-2-11 4-2-11 8-1-14 3-11-3 12-1-2 3-11-3 16-0-5 3-11-3 20-3-0 4-2-11 4-2-11 4-2-11 8-1-14 3-11-3 12-1-2 3-11-3 16-0-5 3-11-3 20-3-0 4-2-11 2-5-102-10-110.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [6:0-3-7,0-2-0], [7:0-3-7,0-2-8], [9:0-3-8,0-2-8], [11:0-3-8,0-1-8], [13:0-3-8,0-3-0] 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 0.92 0.90 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.42 0.06 0.04 (loc) 10-11 10-11 8 10-11 l/defl >964 >571 n/a >999 L/d 600 480 n/a 240 PLATES MT20 MT18HS Weight: 81 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-12: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-13,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=2129/0-5-8, 8=2129/0-5-8 Max Horz 14=50(LC 5) Max Uplift 14=-48(LC 4), 8=-46(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-2087/65, 1-2=-3176/95, 2-3=-4443/126, 3-4=-4283/122, 4-6=-4283/124, 6-7=-2876/92, 7-8=-2089/65 BOT CHORD 11-13=-60/3168, 10-11=-85/4433, 9-10=-49/2866 WEBS 1-13=-82/3512, 2-13=-1614/73, 2-11=-35/1460, 3-11=-674/48, 4-10=-761/50, 6-10=-40/1671, 6-9=-1741/77, 7-9=-80/3332 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) 14, 8. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss T01 Truss Type Flat Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521316 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-H_oo1WNvaQalNfxngoiOWPbWNBf7GpuFlo0Sslye4fw Scale = 1:38.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 2x4 3x8 3x4 3x8 2x4 3x4 3x8 3x6 3x12 2x4 2x4 3x8 2x4 3x12 3x6 3x8 3-10-5 3-10-5 7-6-15 3-8-9 11-3-8 3-8-9 15-0-1 3-8-9 18-8-11 3-8-9 22-7-0 3-10-5 3-10-5 3-10-5 7-6-15 3-8-9 11-3-8 3-8-9 15-0-1 3-8-9 18-8-11 3-8-9 22-7-0 3-10-5 1-10-11Plate Offsets (X,Y)-- [10:0-3-8,0-1-8], [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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.26 0.73 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.42 0.06 0.11 (loc) 12 12 9 12 l/defl >999 >633 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 82 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 (3-9-0 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=743/0-3-8, 9=743/0-3-8 Max Horz 16=-31(LC 4) Max Uplift 16=-52(LC 4), 9=-52(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-709/69, 1-2=-1463/125, 2-3=-2317/190, 3-4=-2317/190, 4-5=-2317/190, 5-7=-2317/190, 7-8=-1463/125, 8-9=-709/69 BOT CHORD 13-15=-120/1463, 12-13=-193/2603, 11-12=-193/2603, 10-11=-110/1463 WEBS 1-15=-118/1548, 2-15=-571/79, 2-13=-70/929, 4-13=-312/25, 4-11=-312/25, 7-11=-70/929, 7-10=-571/79, 8-10=-118/1548 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) 16, 9. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss T02 Truss Type Flat Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521317 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-mAMAFsOXLkic_oWzDWEd3d8iQa6W?HLPzSm?OBye4fv Scale = 1:38.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 2x4 3x8 3x4 3x8 2x4 3x4 3x8 3x6 3x12 2x4 2x4 3x8 2x4 3x12 3x6 3x8 3-10-5 3-10-5 7-6-15 3-8-9 11-3-8 3-8-9 15-0-1 3-8-9 18-8-11 3-8-9 22-7-0 3-10-5 3-10-5 3-10-5 7-6-15 3-8-9 11-3-8 3-8-9 15-0-1 3-8-9 18-8-11 3-8-9 22-7-0 3-10-5 1-11-0Plate Offsets (X,Y)-- [10:0-3-8,0-1-8], [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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.27 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.31 0.04 0.08 (loc) 12 12 9 12 l/defl >999 >861 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 98 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (5-5-2 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=743/0-3-8, 9=743/0-3-8 Max Horz 16=-31(LC 4) Max Uplift 16=-52(LC 4), 9=-52(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-708/68, 1-2=-1436/124, 2-3=-2276/187, 3-4=-2276/187, 4-5=-2276/187, 5-7=-2276/187, 7-8=-1436/124, 8-9=-708/68 BOT CHORD 13-15=-118/1436, 12-13=-190/2558, 11-12=-190/2558, 10-11=-108/1436 WEBS 1-15=-116/1521, 2-15=-571/80, 2-13=-69/917, 4-13=-308/25, 4-11=-308/25, 7-11=-69/917, 7-10=-571/80, 8-10=-116/1521 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) 16, 9. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss T03 Truss Type Flat Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521318 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-EMwYSCP961rTcy5AnDlscqgtF_SpkklYC6VZweye4fu Scale = 1:38.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 2x4 3x8 3x4 3x8 2x4 3x4 3x8 3x6 3x12 2x4 2x4 3x8 2x4 3x12 3x6 3x8 3-10-5 3-10-5 7-6-15 3-8-9 11-3-8 3-8-9 15-0-1 3-8-9 18-8-11 3-8-9 22-7-0 3-10-5 3-10-5 3-10-5 7-6-15 3-8-9 11-3-8 3-8-9 15-0-1 3-8-9 18-8-11 3-8-9 22-7-0 3-10-5 1-11-6Plate Offsets (X,Y)-- [10:0-3-8,0-1-8], [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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.27 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.31 0.04 0.08 (loc) 12 12 9 12 l/defl >999 >850 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 90 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (5-2-4 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=743/0-3-8, 9=743/0-3-8 Max Horz 16=-32(LC 4) Max Uplift 16=-52(LC 4), 9=-52(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-708/68, 1-2=-1414/122, 2-3=-2236/184, 3-4=-2236/184, 4-5=-2236/184, 5-7=-2236/184, 7-8=-1414/122, 8-9=-708/68 BOT CHORD 13-15=-117/1414, 12-13=-188/2519, 11-12=-188/2519, 10-11=-107/1414 WEBS 1-15=-114/1503, 2-15=-571/80, 2-13=-68/900, 4-13=-310/25, 4-11=-310/25, 7-11=-68/900, 7-10=-571/80, 8-10=-114/1503 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) 16, 9. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss T04 Truss Type Flat Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521319 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-iZUwgYPotLzKE6gMLwG582DvKOlJTGtiRmF6S4ye4ft Scale = 1:38.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x4 5x12 4x6 5x12 3x4 5x6 5x12 4x10 5x12 2x4 2x4 3x8 2x4 5x12 4x10 5x12 3-10-5 3-10-5 7-6-15 3-8-9 11-3-8 3-8-9 15-0-1 3-8-9 18-8-11 3-8-9 22-7-0 3-10-5 3-10-5 3-10-5 7-6-15 3-8-9 11-3-8 3-8-9 15-0-1 3-8-9 18-8-11 3-8-9 22-7-0 3-10-5 2-3-3Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [7:0-3-8,0-2-0], [10:0-3-8,0-2-8], [15:0-3-8,0-2-8] 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 0.79 0.51 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.49 0.07 0.04 (loc) 12 12 9 12 l/defl >918 >546 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 140 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* 1-15,2-13,4-13,4-11,7-11,8-10: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD 2-0-0 oc purlins (3-10-1 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=2378/0-5-8, 9=2378/0-3-8 Max Horz 16=-35(LC 4) Max Uplift 16=-52(LC 4), 9=-52(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2299/68, 1-2=-4072/113, 2-3=-6451/168, 3-4=-6451/168, 4-5=-6451/168, 5-7=-6451/168, 7-8=-4072/113, 8-9=-2299/68 BOT CHORD 13-15=-109/4072, 12-13=-173/7283, 11-12=-173/7283, 10-11=-98/4072 WEBS 1-15=-106/4432, 2-15=-1933/79, 2-13=-61/2645, 3-13=-711/46, 4-13=-925/26, 4-11=-925/26, 5-11=-711/46, 7-11=-61/2645, 7-10=-1933/79, 8-10=-106/4432 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) 16, 9. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss T05 Truss Type Flat Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521320 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-Al2IttQQef5BrGEYvenKhFm4Do4fCj6rgQ_f?Wye4fs Scale = 1:38.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x4 5x12 4x6 5x12 3x4 5x6 5x12 4x10 5x12 2x4 2x4 3x8 2x4 5x12 4x10 5x12 3-10-5 3-10-5 7-6-15 3-8-9 11-3-8 3-8-9 15-0-1 3-8-9 18-8-11 3-8-9 22-7-0 3-10-5 3-10-5 3-10-5 7-6-15 3-8-9 11-3-8 3-8-9 15-0-1 3-8-9 18-8-11 3-8-9 22-7-0 3-10-5 2-3-8Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [7:0-3-8,0-2-0], [10:0-3-8,0-2-8], [15:0-3-8,0-2-8] 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 0.78 0.50 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.48 0.07 0.04 (loc) 12 12 9 12 l/defl >942 >560 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 140 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* 1-15,2-13,4-13,4-11,7-11,8-10: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD 2-0-0 oc purlins (3-10-9 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=2378/0-5-8, 9=2378/0-3-8 Max Horz 16=-35(LC 4) Max Uplift 16=-53(LC 4), 9=-53(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2300/68, 1-2=-4015/112, 2-3=-6358/166, 3-4=-6358/166, 4-5=-6358/166, 5-7=-6358/166, 7-8=-4015/112, 8-9=-2300/68 BOT CHORD 13-15=-108/4015, 12-13=-171/7179, 11-12=-171/7179, 10-11=-97/4015 WEBS 1-15=-105/4384, 2-15=-1935/79, 2-13=-60/2613, 3-13=-711/46, 4-13=-916/26, 4-11=-916/25, 5-11=-711/46, 7-11=-60/2613, 7-10=-1935/79, 8-10=-105/4384 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) 16, 9. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss T06 Truss Type Flat Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521321 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-exch5DR2PyD2TQpkSLIZDTIF1CQ0x9K_u4kDXyye4fr Scale = 1:38.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x4 5x12 4x6 5x12 3x4 5x6 5x12 4x10 5x12 2x4 2x4 3x8 2x4 5x12 4x10 5x12 3-10-5 3-10-5 7-6-15 3-8-9 11-3-8 3-8-9 15-0-1 3-8-9 18-8-11 3-8-9 22-7-0 3-10-5 3-10-5 3-10-5 7-6-15 3-8-9 11-3-8 3-8-9 15-0-1 3-8-9 18-8-11 3-8-9 22-7-0 3-10-5 2-3-13Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [7:0-3-8,0-2-0], [10:0-3-8,0-2-8], [15:0-3-8,0-2-8] 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 0.78 0.49 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.47 0.07 0.04 (loc) 12 12 9 12 l/defl >966 >574 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 140 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* 1-15,2-13,4-13,4-11,7-11,8-10: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD 2-0-0 oc purlins (3-11-0 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=2378/0-5-8, 9=2378/0-3-8 Max Horz 16=-36(LC 4) Max Uplift 16=-53(LC 4), 9=-53(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2302/68, 1-2=-3959/111, 2-3=-6267/164, 3-4=-6267/164, 4-5=-6267/164, 5-7=-6267/164, 7-8=-3959/111, 8-9=-2302/68 BOT CHORD 13-15=-108/3959, 12-13=-169/7077, 11-12=-169/7077, 10-11=-96/3959 WEBS 1-15=-103/4338, 2-15=-1937/79, 2-13=-59/2582, 3-13=-711/46, 4-13=-906/26, 4-11=-906/25, 5-11=-711/46, 7-11=-59/2582, 7-10=-1937/79, 8-10=-103/4338 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) 16, 9. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss T07 Truss Type Roof Special Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521322 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-68A3IZSgAGLu5aOx03pomgrP5bjggWx87kTm3Pye4fq Scale = 1:38.3 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 3x6 6x8 3x4 3x6 8x16 3x6 6x8 8x10 2x4 4x8 3x6 8x16 5x8 2x4 5x12 4x8 4x10 4x10 5x12 5x12 3-3-8 3-3-8 6-5-4 3-1-12 9-7-0 3-1-12 12-7-0 3-0-0 14-11-4 2-4-4 17-5-4 2-6-0 19-11-4 2-6-0 22-7-0 2-7-12 3-3-8 3-3-8 6-5-4 3-1-12 9-7-0 3-1-12 12-7-0 3-0-0 14-11-4 2-4-4 17-5-4 2-6-0 19-11-4 2-6-0 22-7-0 2-7-12 4-0-01-11-141-11-144-0-0Plate Offsets (X,Y)-- [4:0-3-8,0-2-8], [6:0-6-8,0-3-4], [8:0-3-8,0-2-0], [9:0-3-8,0-2-0], [12:0-3-8,0-2-8], [13:0-3-8,0-2-0] 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 0.88 0.66 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.48 0.06 0.04 (loc) 14-15 14-15 11 15 l/defl >932 >554 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 178 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-20,5-15,10-11,7-14,8-13,9-12: 2x4 SPF-S Stud 4-6: 2x6 SP 2400F 2.0E, 6-16: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-14 max.): 1-5, 6-15, 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-20 REACTIONS.(lb/size)20=2378/0-3-8, 11=2378/0-3-8 Max Horz 20=72(LC 5) Max Uplift 20=-45(LC 5), 11=-57(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-2267/60, 1-2=-1820/66, 2-3=-1820/66, 3-4=-3819/100, 6-15=-482/32, 6-7=-7641/230, 7-8=-7641/230, 8-9=-6004/181, 9-10=-3419/107, 10-11=-2216/69 BOT CHORD 18-19=-109/3087, 16-18=-109/3087, 15-16=-227/8212, 14-15=-231/8279, 13-14=-155/6004, 12-13=-89/3419 WEBS 1-19=-52/2680, 2-19=-683/45, 3-19=-1887/37, 3-16=-15/1089, 4-16=-34/1906, 4-6=-4527/138, 6-16=-4934/131, 6-14=-739/37, 7-14=-454/35, 8-14=-57/1895, 8-13=-1463/61, 9-13=-86/2994, 9-12=-1995/77, 10-12=-105/3821 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 22-5-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 20, 11. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss T08 Truss Type Roof Special Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521323 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-68A3IZSgAGLu5aOx03pomgrRwbjTgV?87kTm3Pye4fq Scale = 1:38.3 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 3x6 6x8 3x4 3x6 8x16 3x6 6x8 8x10 2x4 4x8 3x6 8x10 6x8 2x4 5x12 4x8 4x10 4x10 5x12 5x12 3-3-8 3-3-8 6-5-4 3-1-12 9-7-0 3-1-12 12-7-0 3-0-0 15-0-2 2-5-2 17-5-4 2-5-2 19-10-6 2-5-2 22-7-0 2-8-10 3-3-8 3-3-8 6-5-4 3-1-12 9-7-0 3-1-12 12-7-0 3-0-0 15-0-2 2-5-2 17-5-4 2-5-2 19-10-6 2-5-2 22-7-0 2-8-10 4-0-02-0-42-0-44-0-0Plate Offsets (X,Y)-- [4:0-3-8,0-3-0], [8:0-3-8,0-2-0], [9:0-3-8,0-2-0], [12:0-3-8,0-2-8], [13:0-3-8,0-2-0] 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 0.77 0.67 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.50 0.05 0.04 (loc) 15 14-15 11 15 l/defl >905 >538 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 173 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 10-11,2-19,3-18,4-16,7-14,8-13,9-12: 2x4 SPF-S Stud 4-6: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-2 max.): 1-5, 6-15, 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)20=2378/0-3-8, 11=2378/0-3-8 Max Horz 20=72(LC 5) Max Uplift 20=-45(LC 5), 11=-57(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-2277/60, 1-2=-1827/66, 2-3=-1827/66, 3-4=-3808/100, 6-15=-521/34, 5-6=-251/16, 6-7=-7497/226, 7-8=-7497/226, 8-9=-5901/178, 9-10=-3427/107, 10-11=-2212/70 BOT CHORD 18-19=-110/3086, 16-18=-110/3086, 15-16=-218/7932, 14-15=-224/8065, 13-14=-152/5901, 12-13=-90/3427 WEBS 1-19=-52/2683, 2-19=-672/44, 3-19=-1873/38, 3-16=-14/1075, 4-16=-32/1825, 4-6=-4394/134, 6-16=-4651/123, 6-14=-656/37, 7-14=-491/36, 8-14=-56/1872, 8-13=-1462/60, 9-13=-83/2902, 9-12=-2000/77, 10-12=-105/3822 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 22-5-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 20, 11. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss T09 Truss Type Roof Special Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521324 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-aKkRVvSIxaTlijz7amL1JuOc1?3yPyYHMODJbrye4fp Scale = 1:38.3 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 3x6 6x8 3x4 3x6 8x16 3x6 6x8 8x10 2x4 4x8 3x6 8x10 6x8 2x4 5x12 4x8 4x10 4x10 5x12 5x12 3-3-8 3-3-8 6-5-4 3-1-12 9-7-0 3-1-12 12-7-0 3-0-0 14-11-4 2-4-4 17-5-4 2-6-0 19-11-4 2-6-0 22-7-0 2-7-12 3-3-8 3-3-8 6-5-4 3-1-12 9-7-0 3-1-12 12-7-0 3-0-0 14-11-4 2-4-4 17-5-4 2-6-0 19-11-4 2-6-0 22-7-0 2-7-12 4-0-02-0-92-0-94-0-0Plate Offsets (X,Y)-- [4:0-3-8,0-3-0], [8:0-3-8,0-2-0], [9:0-3-8,0-2-0], [12:0-3-8,0-2-8], [13:0-3-8,0-2-0] 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 0.74 0.65 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.48 0.05 0.04 (loc) 15 14-15 11 15 l/defl >930 >552 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 173 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 10-11,2-19,3-18,4-16,7-14,8-13,9-12: 2x4 SPF-S Stud 4-6: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-9 max.): 1-5, 6-15, 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)20=2378/0-3-8, 11=2378/0-3-8 Max Horz 20=72(LC 5) Max Uplift 20=-45(LC 5), 11=-57(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-2277/61, 1-2=-1827/66, 2-3=-1827/66, 3-4=-3806/100, 6-15=-500/33, 5-6=-251/16, 6-7=-7399/223, 7-8=-7399/223, 8-9=-5805/175, 9-10=-3308/104, 10-11=-2224/70 BOT CHORD 18-19=-110/3086, 16-18=-110/3086, 15-16=-214/7812, 14-15=-220/7936, 13-14=-149/5805, 12-13=-87/3308 WEBS 1-19=-52/2683, 2-19=-672/44, 3-19=-1874/38, 3-16=-13/1071, 4-16=-31/1789, 4-6=-4370/133, 6-16=-4536/120, 6-14=-628/36, 7-14=-490/35, 8-14=-56/1863, 8-13=-1468/61, 9-13=-83/2921, 9-12=-2004/77, 10-12=-103/3741 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 22-5-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 20, 11. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss T10 Truss Type Roof Special Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521325 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-2WHpjFTwitbcKtYJ8UsGr5wmgPPS8PeRb1yt8Hye4fo Scale = 1:38.3 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 3x4 6x8 3x6 3x4 8x16 3x4 4x6 8x10 2x4 4x8 2x4 6x10 6x8 2x4 5x12 4x8 4x10 4x10 5x12 5x12 3-3-8 3-3-8 6-5-4 3-1-12 9-7-0 3-1-12 12-7-0 3-0-0 14-11-4 2-4-4 17-5-4 2-6-0 19-11-4 2-6-0 22-7-0 2-7-12 3-3-8 3-3-8 6-5-4 3-1-12 9-7-0 3-1-12 12-7-0 3-0-0 14-11-4 2-4-4 17-5-4 2-6-0 19-11-4 2-6-0 22-7-0 2-7-12 4-0-02-0-142-0-144-0-0Plate Offsets (X,Y)-- [4:0-3-8,0-3-0], [8:0-3-8,0-2-0], [9:0-3-8,0-2-0], [12:0-3-8,0-2-8], [13:0-3-8,0-2-0] 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 0.82 0.70 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.50 0.07 0.04 (loc) 15 15 11 15 l/defl >902 >536 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 159 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 10-11,2-19,3-18,4-16,7-14,8-13,9-12: 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 (3-7-5 max.): 1-5, 6-15, 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)20=2378/0-3-8, 11=2378/0-3-8 Max Horz 20=73(LC 5) Max Uplift 20=-45(LC 5), 11=-57(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-2316/62, 1-2=-1823/67, 2-3=-1823/67, 3-4=-3718/99, 6-15=-251/27, 5-6=-264/16, 6-7=-7155/219, 7-8=-7155/219, 8-9=-5566/170, 9-10=-3188/102, 10-11=-2285/71 BOT CHORD 18-19=-109/3037, 16-18=-109/3037, 15-16=-208/7613, 14-15=-213/7719, 13-14=-144/5566, 12-13=-84/3188 WEBS 1-19=-53/2709, 2-19=-671/43, 3-19=-1828/35, 3-16=-13/1026, 4-16=-29/1692, 4-6=-4208/129, 6-16=-4477/119, 6-14=-672/36, 7-14=-536/36, 8-14=-58/1892, 8-13=-1511/63, 9-13=-81/2832, 9-12=-2032/78, 10-12=-101/3688 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 22-5-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 20, 11. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss T11 Truss Type Roof Special Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521326 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-XjrBwbUYTBjTy17WhBNVOJTxspl2ts2aphiQgkye4fn Scale = 1:38.3 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 3x4 6x8 3x4 3x4 8x16 3x4 4x6 8x10 2x4 4x8 2x4 6x10 6x8 2x4 4x10 4x10 5x12 5x12 3-3-8 3-3-8 6-5-4 3-1-12 9-7-0 3-1-12 12-7-0 3-0-0 15-9-4 3-2-4 19-1-4 3-4-0 22-7-0 3-5-12 3-3-8 3-3-8 6-5-4 3-1-12 9-7-0 3-1-12 12-7-0 3-0-0 15-9-4 3-2-4 19-1-4 3-4-0 22-7-0 3-5-12 4-0-02-1-42-1-44-0-0Plate Offsets (X,Y)-- [4:0-3-8,0-3-0], [8:0-3-8,0-2-0], [11:0-3-8,0-2-8], [12:0-1-8,0-1-12] 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 0.79 0.68 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.49 0.07 0.04 (loc) 13 13 10 13 l/defl >913 >542 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 158 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 9-10,2-17,3-16,4-14,7-12,8-11: 2x4 SPF-S Stud 6-12,8-12,9-11: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-8 max.): 1-5, 6-13, 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)18=2378/0-3-8, 10=2378/0-3-8 Max Horz 18=73(LC 5) Max Uplift 18=-45(LC 5), 10=-57(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2316/62, 1-2=-1823/67, 2-3=-1823/67, 3-4=-3716/99, 5-6=-262/16, 6-7=-6672/203, 7-8=-6672/203, 8-9=-4046/126, 9-10=-2290/74 BOT CHORD 16-17=-109/3037, 14-16=-109/3037, 13-14=-204/7517, 12-13=-209/7639, 11-12=-106/4046 WEBS 1-17=-53/2709, 2-17=-671/43, 3-17=-1829/36, 3-14=-13/1022, 4-14=-28/1663, 4-6=-4200/130, 6-14=-4386/116, 6-12=-1078/44, 7-12=-704/47, 8-12=-86/2928, 8-11=-1968/83, 9-11=-121/4403 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 22-5-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss T12 Truss Type Roof Special Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521327 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-?vPZ8xVBEVrKZBiiFvukwW03MD5hcKYk2LR_CAye4fm Scale = 1:29.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x4 6x6 3x4 3x4 8x16 3x4 3x6 6x10 2x4 5x8 6x6 2x4 5x12 3x8 5x8 4x10 2-7-15 2-7-15 5-2-1 2-6-3 7-6-8 2-4-7 10-8-12 3-2-4 14-0-12 3-4-0 17-6-8 3-5-12 2-7-15 2-7-15 5-2-1 2-6-3 7-6-8 2-4-7 10-8-12 3-2-4 14-0-12 3-4-0 17-6-8 3-5-12 4-0-02-1-92-1-94-0-0Plate Offsets (X,Y)-- [7:0-3-8,0-1-8], [10:0-3-8,0-2-8] 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 1.00 0.59 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.35 0.06 0.03 (loc) 11-12 11-12 9 11-12 l/defl >996 >589 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-15,2-15,3-15,3-13,5-11,7-11,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-0-5 max.): 1-4, 5-12, 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=1840/0-5-8, 9=1840/0-3-8 Max Horz 16=76(LC 5) Max Uplift 16=-31(LC 5), 9=-48(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1811/46, 1-2=-1091/52, 2-3=-1091/52, 5-6=-4156/155, 6-7=-4156/155, 7-8=-2769/102, 8-9=-1795/66 BOT CHORD 13-15=-83/1793, 12-13=-137/4103, 11-12=-142/4209, 10-11=-82/2769 WEBS 1-15=-32/1920, 2-15=-534/37, 3-15=-1251/18, 3-13=-42/1983, 3-5=-2243/98, 5-13=-2997/93, 6-11=-697/46, 7-11=-60/1584, 7-10=-1464/75, 8-10=-95/3084 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 17-4-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, 9. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss T13 Truss Type Roof Special Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521328 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-?vPZ8xVBEVrKZBiiFvukwW03cD5rcLnk2LR_CAye4fm Scale = 1:29.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x4 6x6 3x4 3x4 8x16 3x4 3x6 6x10 2x4 5x8 6x6 2x4 4x10 3x8 5x8 4x10 2-7-15 2-7-15 5-2-1 2-6-3 7-6-8 2-4-7 10-8-12 3-2-4 14-0-12 3-4-0 17-6-8 3-5-12 2-7-15 2-7-15 5-2-1 2-6-3 7-6-8 2-4-7 10-8-12 3-2-4 14-0-12 3-4-0 17-6-8 3-5-12 4-0-02-1-142-1-144-0-0Plate Offsets (X,Y)-- [7:0-3-8,0-1-8], [10:0-3-8,0-2-8] 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 0.98 0.58 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.34 0.05 0.03 (loc) 11-12 11-12 9 11-12 l/defl >999 >603 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-15,2-15,3-15,3-13,5-11,7-11,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-0-11 max.): 1-4, 5-12, 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=1840/0-5-8, 9=1840/0-3-8 Max Horz 16=76(LC 5) Max Uplift 16=-31(LC 5), 9=-48(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1811/46, 1-2=-1091/52, 2-3=-1091/52, 5-6=-4096/153, 6-7=-4096/153, 7-8=-2729/101, 8-9=-1796/66 BOT CHORD 13-15=-83/1793, 12-13=-135/4044, 11-12=-140/4147, 10-11=-81/2729 WEBS 1-15=-32/1919, 2-15=-534/37, 3-15=-1251/18, 3-13=-42/1962, 3-5=-2230/98, 5-13=-2940/91, 6-11=-697/46, 7-11=-59/1567, 7-10=-1465/75, 8-10=-94/3051 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 17-4-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, 9. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss T14 Truss Type Roof Special Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521329 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-T5zyLHWp?ozBBLHupcPzTkYHjcSGLoEtH?BXkcye4fl Scale = 1:29.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x4 6x6 3x4 3x4 8x16 3x4 3x6 6x10 2x4 5x8 5x8 2x4 5x12 4x8 5x8 4x10 2-7-15 2-7-15 5-2-1 2-6-3 7-6-8 2-4-7 10-9-5 3-2-13 14-0-3 3-2-13 17-6-8 3-6-5 2-7-15 2-7-15 5-2-1 2-6-3 7-6-8 2-4-7 10-9-5 3-2-13 14-0-3 3-2-13 17-6-8 3-6-5 4-0-02-2-42-2-44-0-0Plate Offsets (X,Y)-- [7:0-3-8,0-2-0], [10:0-3-8,0-2-8], [13:0-3-8,0-2-8] 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 0.83 0.56 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.34 0.05 0.03 (loc) 11-12 11-12 9 11-12 l/defl >999 >608 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-15,2-15,3-15,3-13,5-11,8-10: 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 (2-4-7 max.): 1-4, 5-12, 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=1840/0-5-8, 9=1840/0-3-8 Max Horz 16=76(LC 5) Max Uplift 16=-31(LC 5), 9=-48(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1811/46, 1-2=-1091/52, 2-3=-1091/52, 5-6=-4018/150, 6-7=-4018/150, 7-8=-2722/101, 8-9=-1798/66 BOT CHORD 13-15=-83/1793, 12-13=-134/3990, 11-12=-138/4092, 10-11=-81/2722 WEBS 1-15=-32/1919, 2-15=-533/37, 3-15=-1251/18, 3-13=-41/1942, 3-5=-2219/97, 5-13=-2886/89, 6-11=-685/46, 7-11=-57/1502, 7-10=-1456/74, 8-10=-94/3044 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 17-4-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, 9. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss T15 Truss Type Roof Special Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521330 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-xIXKZcWRm652pVs5NJwC0x5Qg0oY4Fk0Vfw4H2ye4fk Scale = 1:29.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x4 6x6 3x4 3x4 8x16 3x4 3x6 6x10 2x4 5x8 5x8 3x6 3x6 2x4 4x10 4x10 2-7-15 2-7-15 5-2-1 2-6-3 7-6-8 2-4-7 10-8-12 3-2-4 14-0-12 3-4-0 17-6-8 3-5-12 2-7-15 2-7-15 5-2-1 2-6-3 7-6-8 2-4-7 10-8-12 3-2-4 14-0-12 3-4-0 17-6-8 3-5-12 4-0-02-2-92-2-94-0-0Plate Offsets (X,Y)-- [10:0-1-12,0-1-8], [13:0-3-8,0-2-8] 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 0.94 0.56 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.32 0.06 0.03 (loc) 11-12 11-12 9 12 l/defl >999 >654 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-15,2-15,3-15,3-13,5-11,6-10,8-10: 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 (2-1-14 max.): 1-4, 5-12, 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=1840/0-5-8, 9=1840/0-3-8 Max Horz 16=76(LC 5) Max Uplift 16=-31(LC 5), 9=-48(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1810/46, 1-2=-1091/52, 2-3=-1091/52, 5-6=-3994/149, 6-7=-2641/98, 7-8=-2641/98, 8-9=-1793/65 BOT CHORD 13-15=-83/1794, 12-13=-132/3930, 11-12=-136/4024, 10-11=-123/3994 WEBS 1-15=-33/1919, 2-15=-533/37, 3-15=-1252/18, 3-13=-40/1919, 3-5=-2202/96, 5-13=-2824/87, 6-10=-1562/60, 7-10=-691/45, 8-10=-91/2975 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 17-4-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, 9. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss T16 Truss Type Hip Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521331 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-PU5imyX3WQDvQeRHw1RRY9darQ53piFAkJgepVye4fj Scale = 1:49.1 1 2 3 4 5 6 7 13 12 11 10 9 8 4x8 4x8 3x4 3x6 6x16 2x4 3x8 6x10 3x4 6x10 6x16 8-0-0 8-0-0 13-7-8 5-7-8 19-3-0 5-7-8 27-3-0 8-0-0 -1-2-8 1-2-8 8-0-0 8-0-0 13-7-8 5-7-8 19-3-0 5-7-8 27-3-0 8-0-0 28-5-8 1-2-8 2-2-44-8-114-10-42-2-44-8-114.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [6:0-3-0,0-1-8] 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 0.98 0.74 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.28 0.05 0.06 (loc) 10 12-13 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 111 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-13,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-2-5 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=1456/0-3-8, 8=1456/0-3-8 Max Horz 13=36(LC 6) Max Uplift 13=-123(LC 4), 8=-123(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1896/197, 3-4=-1702/216, 4-5=-1702/216, 5-6=-1896/197, 2-13=-1379/220, 6-8=-1379/220 BOT CHORD 10-12=-94/2088, 9-10=-94/2088 WEBS 4-12=-629/70, 4-9=-629/70, 2-12=-44/1530, 6-9=-44/1530 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=123, 8=123. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss T17 Truss Type Hip Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521332 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-PU5imyX3WQDvQeRHw1RRY9degQ2Tpm7AkJgepVye4fj Scale = 1:49.1 1 2 3 4 5 6 7 8 13 12 11 10 9 4x6 5x12 3x6 3x8 3x6 3x6 3x6 3x4 4x6 4x6 3x4 10-0-0 10-0-0 17-3-0 7-3-0 27-3-0 10-0-0 -1-2-8 1-2-8 5-1-12 5-1-12 10-0-0 4-10-4 17-3-0 7-3-0 22-1-4 4-10-4 27-3-0 5-1-12 28-5-8 1-2-8 2-2-45-4-115-6-42-2-45-4-114.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-11] 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 0.73 0.90 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.66 0.08 0.04 (loc) 9-10 9-10 9 10-12 l/defl >999 >493 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-7 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 3-13, 6-9 REACTIONS.(lb/size)13=1456/0-3-8, 9=1456/0-3-8 Max Horz 13=-42(LC 7) Max Uplift 13=-115(LC 4), 9=-115(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1821/217, 4-5=-1677/226, 5-6=-1821/217, 2-13=-332/127, 7-9=-332/127 BOT CHORD 12-13=-104/1493, 10-12=-43/1676, 9-10=-104/1493 WEBS 3-12=0/390, 6-10=0/389, 3-13=-1746/188, 6-9=-1746/188 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=115, 9=115. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss T18 Truss Type Hip Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521333 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-tgf4_IYhHjLm2o?TUkzg5MAqpqVsYC4JzzPBLxye4fi Scale = 1:49.1 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 5x12 4x6 3x4 3x4 3x6 3x8 3x6 4x10 2x4 5x6 3x6 3x4 5x8 6-1-12 6-1-12 12-0-0 5-10-4 15-3-0 3-3-0 19-3-12 4-0-12 27-3-0 7-11-4 -1-2-8 1-2-8 6-1-12 6-1-12 12-0-0 5-10-4 15-3-0 3-3-0 21-1-4 5-10-4 27-3-0 6-1-12 28-5-8 1-2-8 2-2-46-0-116-2-42-2-46-0-114.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-8], [4:0-6-0,0-1-11], [14:0-3-8,0-1-8] 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 0.58 0.51 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.24 0.02 0.02 (loc) 9-10 9-10 9 13-14 l/defl >960 >393 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 120 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 4-11-13 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: 10-11. REACTIONS.(lb/size)15=1066/0-3-8, 10=1339/0-3-8, 9=508/0-3-8 Max Horz 15=-48(LC 7) Max Uplift 15=-103(LC 4), 10=-43(LC 5), 9=-82(LC 7) Max Grav 15=1066(LC 1), 10=1339(LC 1), 9=529(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1194/168, 3-4=-878/172, 4-5=-512/168, 5-6=-617/156, 2-15=-1007/189, 7-9=-345/142 BOT CHORD 13-14=-49/1066, 11-13=0/750, 10-11=-371/103 WEBS 3-13=-391/80, 4-13=0/329, 4-11=-529/33, 6-11=-77/1061, 6-10=-1312/215, 2-14=-67/1043 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 9 except (jt=lb) 15=103. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss T19 Truss Type COMMON Qty 7 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521334 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-LtCSBeZJ21Tdgyaf2SUvdajwGElXHi6TCd9ltNye4fh Scale: 1/4"=1' 1 2 3 4 5 6 7 12 11 10 9 81314 4x10 3x6 3x6 4x6 3x6 3x6 3x6 3x8 3x6 3x4 9-9-10 9-9-10 19-3-12 9-6-2 27-3-0 7-11-4 -1-2-8 1-2-8 6-11-8 6-11-8 13-7-8 6-8-0 21-0-0 7-4-8 27-3-0 6-3-0 28-5-8 1-2-8 2-2-46-8-122-2-44.00 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 0.92 0.86 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.31 -0.51 0.03 0.02 (loc) 9-11 11-12 9 11 l/defl >741 >447 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 110 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-9, 3-12 REACTIONS.(lb/size)9=1733/0-3-8, 12=1028/0-3-8, 8=301/0-3-8 Max Horz 12=-54(LC 7) Max Uplift 9=-47(LC 5), 12=-93(LC 4), 8=-73(LC 7) Max Grav 9=1733(LC 1), 12=1028(LC 1), 8=371(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-959/168, 4-5=0/413, 2-12=-393/152, 6-8=-317/137 BOT CHORD 11-12=-67/1005, 9-11=0/489 WEBS 3-11=-352/164, 4-11=-10/682, 4-9=-1208/105, 5-9=-613/189, 3-12=-1062/95 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) 9, 12, 8. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss T20 Truss Type Common Qty 1 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521335 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-LtCSBeZJ21Tdgyaf2SUvdaj2OEsKHouTCd9ltNye4fh Scale = 1:23.0 1 2 3 4 5 6 7 8 3x8 3x4 3x8 3x4 2x4 4x6 6-3-8 6-3-8 12-7-0 6-3-8 -0-10-8 0-10-8 6-3-8 6-3-8 12-7-0 6-3-8 13-5-8 0-10-8 0-9-02-10-30-9-04.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-5-5,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-MS 0.40 0.43 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.10 0.02 0.02 (loc) 8-11 8-11 2 8-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=699/0-3-8, 6=699/0-3-8 Max Horz 2=-28(LC 5) Max Uplift 2=-54(LC 6), 6=-54(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-890/144, 4-6=-890/144 BOT CHORD 2-8=-66/845, 6-8=-66/845 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) 2, 6. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss TG01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 McKeznie 4 Hamlet Job Reference (optional) I38521336 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-p3mrO_ZxpLbUH69sc9?8AnF95dBk03fcQHuIQqye4fg Scale = 1:38.3 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 3x6 5x8 3x4 3x6 6x10 3x6 6x8 6x10 2x4 3x12 3x6 10x10 4x8 2x4 5x8 3x8 5x6 3x12 5x8 4x8 3-3-8 3-3-8 6-5-4 3-1-12 9-7-0 3-1-12 12-7-0 3-0-0 14-11-4 2-4-4 17-5-4 2-6-0 19-11-4 2-6-0 22-7-0 2-7-12 3-3-8 3-3-8 6-5-4 3-1-12 9-7-0 3-1-12 12-7-0 3-0-0 14-11-4 2-4-4 17-5-4 2-6-0 19-11-4 2-6-0 22-7-0 2-7-12 4-0-01-11-91-11-94-0-0Plate Offsets (X,Y)-- [4:0-3-8,0-2-0], [6:0-2-12,0-3-12], [8:0-3-8,0-1-8], [9:0-3-8,0-1-8], [12:0-3-8,0-2-8] 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 0.66 0.48 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.40 0.03 0.03 (loc) 15 15 11 15 l/defl >999 >662 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 529 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 10-11,2-19,3-18,4-16,4-6,6-16,7-14,8-13,9-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-5, 6-15, 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)20=5939/0-3-8, 11=3733/0-3-8 Max Horz 20=76(LC 5) Max Uplift 20=-121(LC 5), 11=-86(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-5504/136, 1-2=-4395/125, 2-3=-4395/125, 3-4=-8478/208, 4-5=-541/12, 6-15=-2008/68, 5-6=-824/28, 6-7=-13962/380, 7-8=-13962/380, 8-9=-10600/291, 9-10=-5719/162, 10-11=-3288/95 BOT CHORD 18-19=-210/7418, 16-18=-210/7418, 15-16=-410/15809, 14-15=-425/16246, 13-14=-267/10600, 12-13=-139/5719 WEBS 1-19=-138/6351, 2-19=-1996/73, 3-19=-4441/99, 3-18=0/262, 3-16=-23/1557, 4-16=-79/3810, 4-6=-9750/261, 6-16=-8109/204, 6-14=-2596/82, 7-14=-461/35, 8-14=-102/3820, 8-13=-2344/81, 9-13=-147/5547, 9-12=-3102/103, 10-12=-163/6246 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: 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 and C-C Exterior(2) 0-1-12 to 22-5-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 11 except (jt=lb) 20=121. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss TG01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 McKeznie 4 Hamlet Job Reference (optional) I38521336 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:31 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-p3mrO_ZxpLbUH69sc9?8AnF95dBk03fcQHuIQqye4fg LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-600, 6-10=-200, 11-20=-13 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss TG02 Truss Type Flat Girder Qty 1 Ply 3 McKeznie 4 Hamlet Job Reference (optional) I38521337 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-IFKDcKaaaekLvGk29tWNj?oKh1RqlZOmfxeryGye4ff Scale = 1:16.7 1 2 3 4 8 7 6 5 9 10 11 12 13 14 3x6 3x12 3x4 6x6 6x16 2x4 3x12 4x10 3-4-11 3-4-11 6-7-9 3-2-15 10-0-4 3-4-11 3-4-11 3-4-11 6-7-9 3-2-15 10-0-4 3-4-11 1-7-12LOADING (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 0.67 0.81 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.15 0.02 0.03 (loc) 6-7 6-7 5 6-7 l/defl >999 >763 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 130 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-7,3-7,3-5: 2x4 SPF No.2 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=4381/0-3-8, 5=5029/0-2-12 Max Horz 8=21(LC 10) Max Uplift 8=-256(LC 3), 5=-291(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-3331/213, 1-2=-8349/490, 2-3=-8349/490, 3-4=-390/25 BOT CHORD 7-8=-35/395, 6-7=-500/8571, 5-6=-500/8571 WEBS 1-7=-494/8540, 3-6=-131/3077, 3-5=-8784/511 NOTES- 1) Ply to ply nailing inadequate 2) 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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 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 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 at joint(s) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=256, 5=291. 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) 516 lb down and 44 lb up at 1-4-12, 689 lb down and 25 lb up at 1-4-12, 516 lb down and 44 lb up at 2-8-12, 689 lb down and 25 lb up at 2-8-12, 516 lb down and 44 lb up at 4-0-12, 689 lb down and 25 lb up at 4-0-12, 516 lb down and 44 lb up at 5-4-12, 689 lb down and 25 lb up at 5-4-12, 516 lb down and 44 lb up at 6-8-12, 689 lb down and 25 lb up at 6-8-12, 516 lb down and 44 lb up at 8-0-12, 689 lb down and 25 lb up at 8-0-12, and 518 lb down and 43 lb up at 9-4-12, and 691 lb down and 24 lb up at 9-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss TG02 Truss Type Flat Girder Qty 1 Ply 3 McKeznie 4 Hamlet Job Reference (optional) I38521337 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:32 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-IFKDcKaaaekLvGk29tWNj?oKh1RqlZOmfxeryGye4ff LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-80, 5-8=-20 Concentrated Loads (lb) Vert: 6=-1205(F=-516, B=-689) 9=-1205(F=-516, B=-689) 10=-1205(F=-516, B=-689) 11=-1205(F=-516, B=-689) 12=-1205(F=-516, B=-689) 13=-1205(F=-516, B=-689) 14=-1208(F=-518, B=-691) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss TG03 Truss Type Flat Girder Qty 1 Ply 3 McKeznie 4 Hamlet Job Reference (optional) I38521338 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-mRubpgbCLysCXQJEja1cFCLSoRrbUyJvubNPUiye4fe Scale = 1:21.1 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 3x6 4x10 3x6 8x16 2x4 3x8 4x8 2x4 8x16 4x10 3-2-9 3-2-9 6-3-6 3-0-13 9-4-3 3-0-13 12-6-12 3-2-9 3-2-9 3-2-9 6-3-6 3-0-13 9-4-3 3-0-13 12-6-12 3-2-9 1-7-12LOADING (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 0.84 0.52 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.26 0.03 0.05 (loc) 8 8 6 8 l/defl >999 >567 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 184 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-9,3-9,3-7,5-7: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=6241/0-2-12, 6=5831/0-3-8 Max Horz 10=-21(LC 3) Max Uplift 10=-362(LC 3), 6=-340(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-4454/276, 1-2=-10645/618, 2-3=-10645/618, 3-4=-10753/630, 4-5=-10753/630, 5-6=-4505/279 BOT CHORD 9-10=-45/468, 8-9=-877/14907, 7-8=-877/14907, 6-7=-37/454 WEBS 1-9=-637/11012, 3-9=-4613/274, 3-8=-142/3114, 3-7=-4496/264, 5-7=-645/11143 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. 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=362, 6=340. 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) 517 lb down and 43 lb up at 0-8-8, 690 lb down and 24 lb up at 0-8-8, 516 lb down and 44 lb up at 2-0-8, 689 lb down and 25 lb up at 2-0-8, 516 lb down and 44 lb up at 3-4-8, 689 lb down and 25 lb up at 3-4-8, 516 lb down and 44 lb up at 4-8-8, 689 lb down and 25 lb up at 4-8-8, 516 lb down and 44 lb up at 6-0-8, 689 lb down and 25 lb up at 6-0-8, 516 lb down and 44 lb up at 7-4-8, 689 lb down and 25 lb up at 7-4-8, 516 lb down and 44 lb up at 8-8-8, 689 lb down and 25 lb up at 8-8-8, 516 lb down and 44 lb up at 10-0-8, 689 lb down and 25 lb up at 10-0-8, and 516 lb down and 44 lb up at 11-4-8, and 689 lb down and 25 lb up at 11-4-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss TG03 Truss Type Flat Girder Qty 1 Ply 3 McKeznie 4 Hamlet Job Reference (optional) I38521338 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:33 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-mRubpgbCLysCXQJEja1cFCLSoRrbUyJvubNPUiye4fe LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-80, 6-10=-20 Concentrated Loads (lb) Vert: 9=-1205(F=-516, B=-689) 8=-1205(F=-516, B=-689) 11=-1207(F=-517, B=-690) 12=-1205(F=-516, B=-689) 13=-1205(F=-516, B=-689) 14=-1205(F=-516, B=-689) 15=-1205(F=-516, B=-689) 16=-1205(F=-516, B=-689) 17=-1205(F=-516, B=-689) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss TG04 Truss Type Flat Girder Qty 1 Ply 3 McKeznie 4 Hamlet Job Reference (optional) I38521339 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-mRubpgbCLysCXQJEja1cFCLbLRtTU0FvubNPUiye4fe Scale = 1:16.9 1 2 3 4 8 7 6 591011121314 3x4 3x8 2x4 4x6 4x10 2x4 2x4 3x8 3-5-0 3-5-0 6-8-4 3-3-4 10-1-4 3-5-0 3-5-0 3-5-0 6-8-4 3-3-4 10-1-4 3-5-0 1-9-6LOADING (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 0.29 0.40 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.07 0.01 0.02 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 129 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=2023/0-3-8, 5=2274/0-1-12 Max Horz 8=15(LC 4) Max Uplift 8=-161(LC 3), 5=-182(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-1554/135, 1-2=-3494/282, 2-3=-3494/282 BOT CHORD 6-7=-287/3575, 5-6=-287/3575 WEBS 1-7=-288/3617, 3-6=-80/1346, 3-5=-3704/296 NOTES- 1) N/A 2) 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. 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. 3) 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. 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 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 at joint(s) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=161, 5=182. 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) 520 lb down and 42 lb up at 1-4-12, 520 lb down and 42 lb up at 2-8-12, 520 lb down and 42 lb up at 4-0-12, 520 lb down and 42 lb up at 5-4-12, 520 lb down and 42 lb up at 6-8-12, and 520 lb down and 42 lb up at 8-0-12, and 521 lb down and 42 lb up at 9-4-12 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: 1-4=-53, 5-8=-13 Continued on page 2 Ply to ply nailing inadequate September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss TG04 Truss Type Flat Girder Qty 1 Ply 3 McKeznie 4 Hamlet Job Reference (optional) I38521339 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:33 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-mRubpgbCLysCXQJEja1cFCLbLRtTU0FvubNPUiye4fe LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-520(B) 9=-520(B) 10=-520(B) 11=-520(B) 12=-520(B) 13=-520(B) 14=-521(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss TG05 Truss Type Flat Girder Qty 1 Ply 3 McKeznie 4 Hamlet Job Reference (optional) I38521340 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-EeSz10cq6G_28ZuRHIYroQtmKrCkDWQ26F7y18ye4fd Scale = 1:21.0 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 4x6 2x4 2x4 4x6 3x12 2x4 3x8 2x4 2x4 3x12 3-2-5 3-2-5 6-2-14 3-0-9 9-3-7 3-0-9 12-5-12 3-2-5 3-2-5 3-2-5 6-2-14 3-0-9 9-3-7 3-0-9 12-5-12 3-2-5 1-10-6LOADING (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 0.28 0.46 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.11 0.02 0.03 (loc) 8 8 6 8 l/defl >999 >999 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 161 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=2849/0-1-12, 6=2647/0-3-8 Max Horz 10=-16(LC 9) Max Uplift 10=-227(LC 3), 6=-211(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5654/453, 3-4=-5654/453 BOT CHORD 9-10=-353/4303, 8-9=-353/4303, 7-8=-354/4358, 6-7=-354/4358 WEBS 2-10=-4608/368, 2-9=-73/1229, 2-8=-120/1503, 4-8=-116/1442, 4-7=-78/1286, 4-6=-4675/372 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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=227, 6=211. 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) 522 lb down and 42 lb up at 0-7-8, 520 lb down and 42 lb up at 1-11-8, 520 lb down and 42 lb up at 3-3-8, 520 lb down and 42 lb up at 4-7-8, 520 lb down and 42 lb up at 5-11-8, 520 lb down and 42 lb up at 7-3-8, 520 lb down and 42 lb up at 8-7-8, and 520 lb down and 42 lb up at 9-11-8, and 520 lb down and 42 lb up at 11-3-8 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 Continued on page 2 September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss TG05 Truss Type Flat Girder Qty 1 Ply 3 McKeznie 4 Hamlet Job Reference (optional) I38521340 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:34 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-EeSz10cq6G_28ZuRHIYroQtmKrCkDWQ26F7y18ye4fd LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=-53, 6-10=-13 Concentrated Loads (lb) Vert: 9=-520(B) 8=-520(B) 11=-522(B) 12=-520(B) 13=-520(B) 14=-520(B) 15=-520(B) 16=-520(B) 17=-520(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 3 McKeznie 4 Hamlet Job Reference (optional) I38521341 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-iq0LEMdStZ6vmjTdr?34KdQtPFWdxuSCLvsVZbye4fc Scale = 1:30.0 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 2x4 5x6 3x4 2x4 6x8 2x4 4x6 5x12 2x4 4x8 4x6 3x6 3x6 2x4 4x8 3x6 3x8 4x6 2-7-15 2-7-15 5-2-1 2-6-3 7-6-8 2-4-7 9-10-12 2-4-4 12-4-12 2-6-0 14-10-12 2-6-0 17-6-8 2-7-12 2-7-15 2-7-15 5-2-1 2-6-3 7-6-8 2-4-7 9-10-12 2-4-4 12-4-12 2-6-0 14-10-12 2-6-0 17-6-8 2-7-12 4-0-02-2-132-2-134-0-0Plate Offsets (X,Y)-- [5:0-2-4,0-2-12], [11:0-3-8,0-1-8] 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 0.57 0.61 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.17 0.03 0.01 (loc) 14 13-14 10 14 l/defl >999 >999 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 307 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-4, 5-14, 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)18=4131/0-5-8, 10=2449/0-3-8 Max Horz 18=78(LC 5) Max Uplift 18=-80(LC 5), 10=-61(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-4040/99, 1-2=-2395/81, 2-3=-2395/81, 3-4=-272/6, 4-5=-584/20, 5-6=-6868/224, 6-7=-5274/170, 7-8=-5274/170, 8-9=-3006/102, 9-10=-2361/76 BOT CHORD 15-17=-127/3721, 14-15=-212/7349, 13-14=-216/7433, 12-13=-192/6868, 11-12=-84/3006 WEBS 1-17=-83/4068, 2-17=-1471/57, 3-17=-2291/44, 3-15=-64/3032, 3-5=-4403/147, 5-15=-4647/129, 5-13=-694/42, 6-13=-6/537, 6-12=-1956/67, 7-12=-472/30, 8-12=-83/2783, 8-11=-2093/81, 9-11=-103/3578 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) 0-1-12 to 17-4-12 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 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) 18, 10. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-600, 5-9=-200, 10-18=-13 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss TG07 Truss Type Hip Girder Qty 1 Ply 2 McKeznie 4 Hamlet Job Reference (optional) I38521342 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-A0akShd4etEmOt2pOibJtrz10eoTgMdLaZc351ye4fb Scale = 1:49.1 1 2 3 4 5 6 7 13 12 11 10 9 8141516171819 4x6 4x6 2x4 4x8 8x10 2x4 3x8 4x8 2x4 4x8 8x10 6-0-0 6-0-0 13-7-8 7-7-8 21-3-0 7-7-8 27-3-0 6-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 13-7-8 7-7-8 21-3-0 7-7-8 27-3-0 6-0-0 28-5-8 1-2-8 2-2-44-0-114-2-42-2-44-0-114.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [6:0-3-0,0-2-0] 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 0.58 0.89 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.35 0.06 0.12 (loc) 10-12 10-12 8 10-12 l/defl >999 >936 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 256 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* 4-12,4-9,2-12,6-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-15 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=3021/0-3-8, 8=2965/0-3-8 Max Horz 13=-30(LC 6) Max Uplift 13=-593(LC 3), 8=-578(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4447/897, 3-4=-4129/865, 4-5=-4034/839, 5-6=-4345/870, 2-13=-3011/629, 6-8=-2948/612 BOT CHORD 10-12=-1179/6196, 9-10=-1179/6196 WEBS 3-12=-184/981, 4-12=-2384/437, 4-10=-197/1251, 4-9=-2489/465, 5-9=-176/949, 2-12=-828/4264, 6-9=-801/4161 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) except (jt=lb) 13=593, 8=578. 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) 653 lb down and 221 lb up at 6-0-0, 253 lb down and 67 lb up at 7-2-4, 253 lb down and 67 lb up at 9-2-4, 253 lb down and 67 lb up at 11-2-4, 253 lb down and 67 lb up at 13-2-4, 253 lb down and 67 lb up at 15-2-4, 253 lb down and 67 lb up at 17-2-4, and 253 lb down and 67 lb up at 19-2-4, and 653 lb down and 221 lb up at 21-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 September 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss TG07 Truss Type Hip Girder Qty 1 Ply 2 McKeznie 4 Hamlet Job Reference (optional) I38521342 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:36 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-A0akShd4etEmOt2pOibJtrz10eoTgMdLaZc351ye4fb 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, 3-5=-80, 5-6=-80, 6-7=-80, 8-13=-20 Concentrated Loads (lb) Vert: 11=-253 12=-653 9=-653 14=-253 15=-253 16=-253 17=-253 18=-253 19=-253 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902307 Truss TG08 Truss Type Hip Girder Qty 2 Ply 1 McKeznie 4 Hamlet Job Reference (optional) I38521343 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 13 09:43:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jWuxW59SsgmXzB2Mrk2E7HyemVw-eD86f1eiPBMd?1d0yQ6YP2VDa2BHPx8VpDLcdTye4fa Scale = 1:23.3 1 2 3 4 5 6 8 7 9 10 4x8 4x6 5x6 3x8 5x6 3x8 2x4 3x4 4-4-5 4-4-5 8-2-11 3-10-6 12-7-0 4-4-5 -0-10-8 0-10-8 4-4-5 4-4-5 8-2-11 3-10-6 12-7-0 4-4-5 13-5-8 0-10-8 0-9-02-2-70-9-02-2-74.00 12 Plate Offsets (X,Y)-- [2:0-3-5,0-6-1], [2:0-0-0,0-2-2], [3:0-5-4,0-2-0], [5:0-0-0,0-2-2], [5:0-3-5,0-6-1] 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 0.53 0.66 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.10 0.03 0.03 (loc) 7-8 7-8 5 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, except 2-0-0 oc purlins (4-0-7 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1037/0-3-8, 5=1039/0-3-8 Max Horz 2=-16(LC 12) Max Uplift 2=-105(LC 3), 5=-106(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1940/152, 3-4=-1729/149, 4-5=-1938/151 BOT CHORD 2-8=-120/1717, 7-8=-113/1731, 5-7=-109/1715 WEBS 3-8=0/305, 4-7=0/304 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) 2=105, 5=106. 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) 277 lb down and 102 lb up at 4-4-5, and 98 lb down and 51 lb up at 6-5-1, and 277 lb down and 102 lb up at 8-2-11 on top chord, and 113 lb down at 4-4-5, and 53 lb down at 6-5-1, and 113 lb down at 8-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 3-4=-80, 4-6=-80, 2-5=-20 Concentrated Loads (lb) Vert: 3=-207(F) 4=-207(F) 8=-72(F) 7=-72(F) 9=-98(F) 10=-26(F) September 13,2019 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