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HomeMy WebLinkAboutOBF-091 Seal Truss Drawings16023 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). May 16,2019 Liu, Xuegang Pages or sheets covered by this seal: I37106395 thru I37106434 My license renewal date for the state of Indiana is July 31, 2020. B19901523 FISCHER OBF-091 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 B19901523 Truss CG01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106395 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:13:48 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-5F50TTJkDSER17JnxxiTi45ToNf6Dd0BCtmCCtzG?C1 Scale = 1:26.3 2 3 5 1 4 8 7 6 3x4 4x6 3x6 2x4 2x4 2x4 2-10-15 2-10-15 2-11-5 0-0-6 2-11-5 2-11-5 2-2-04-7-29.90 12 4.24 12 Plate Offsets (X,Y)-- [2:0-4-14,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.48 0.19 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.00 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 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 2-11-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)8=247/0-9-2, 7=60/Mechanical Max Horz 8=132(LC 6) Max Uplift 8=-89(LC 4), 7=-103(LC 6) Max Grav 8=247(LC 1), 7=71(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 8 except (jt=lb) 7=103. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106396 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:13:48 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-5F50TTJkDSER17JnxxiTi45WBNh8DfoBCtmCCtzG?C1 Scale = 1:15.7 1 2 3 4 7 6 5 8 9 3x8 2x4 2x4 3-7-0 3-6-7 3-7-8 0-0-8 -1-8-15 1-8-15 3-7-8 3-7-8 0-10-02-4-82-6-135.74 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.26 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 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 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=251/0-5-0, 6=99/Mechanical Max Horz 7=82(LC 4) Max Uplift 7=-88(LC 5), 6=-17(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 8 lb up at 1-6-2 on top chord, and at 1-6-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-14, 5-7=-20 May 16,2019 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 B19901523 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106397 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:13:49 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-ZRfOhpKM_mMIfHtzUeDiEIegxn1Ny62KRXVmlJzG?C0 Scale = 1:13.5 1 2 3 4 7 6 5 8 3x8 2x4 2x4 2-7-13 2-7-4 2-8-5 0-0-8 -1-8-15 1-8-15 2-8-5 2-8-5 0-10-01-11-32-1-75.74 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.26 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=243/0-5-1, 6=78/Mechanical Max Horz 7=112(LC 5) Max Uplift 7=-84(LC 5), 6=-41(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 33 lb up at 1-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-14, 5-7=-20 Concentrated Loads (lb) Vert: 8=-40(B) May 16,2019 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 B19901523 Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106398 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:13:50 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-1dCmu9L_k3U9HQSA2MlxnVBrhBNkhZIUfBFJHmzG?C? Scale = 1:13.5 1 2 3 4 7 6 5 8 3x8 2x4 2x4 2-7-13 2-7-4 2-8-5 0-0-8 -1-8-15 1-8-15 2-8-5 2-8-5 0-10-01-11-32-1-75.74 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.26 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=240/0-5-1, 6=73/Mechanical Max Horz 7=112(LC 5) Max Uplift 7=-84(LC 5), 6=-40(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 32 lb down and 32 lb up at 1-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-14, 5-7=-20 Concentrated Loads (lb) Vert: 8=-32(F) May 16,2019 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 B19901523 Truss GE01 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106399 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:13:51 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-Vpm86VLcVNc0ua1Mc3GAJjjujaWfQy6dur?spCzG?C_ Scale = 1:54.7 1 2 3 4 5 6 7 20 19 18 17 16 15 14 13 12 11 10 9 8 4x6 4x8 5x8 4x8 2-8-0 2-8-0 9-9-12 7-1-12 19-7-8 9-9-12 -1-0-0 1-0-0 5-0-2 5-0-2 9-9-12 4-9-10 14-7-6 4-9-10 19-7-8 5-0-2 20-7-8 1-0-0 0-10-09-0-20-10-010.00 12 Plate Offsets (X,Y)-- [2:0-1-7,0-1-12], [6:0-1-7,0-1-12], [8:Edge,0-3-8], [8:0-0-0,0-1-12], [14:0-4-0,0-3-0], [20:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.82 0.84 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.06 0.00 (loc) 6-7 6-7 9 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 131 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* 4-14: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-14 REACTIONS.All bearings 14-3-8. (lb) - Max Horz 19=212(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 16, 17, 12, 11 except 14=-300(LC 6), 18=-400(LC 10), 19=-259(LC 11), 10=-400(LC 11), 9=-259(LC 10) Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 13, 12, 11 except 14=1122(LC 1), 18=300(LC 11), 19=557(LC 10), 10=300(LC 10), 9=556(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-114/306, 3-4=-110/504, 4-5=-110/504, 5-6=-114/306 WEBS 4-14=-794/220 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 17, 12, 11 except (jt=lb) 14=300, 18=400, 19=259, 10=400, 9=259. 8) Non Standard bearing condition. Review required. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss GE02 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106400 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:13:52 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-z0KWJrMEGhktWkcYAnnPswGBC_1O9RDm7VkQKezG?Bz Scale = 1:41.0 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 3x6 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-5-0 10-5-0 -1-4-0 1-4-0 5-2-8 5-2-8 10-5-0 5-2-8 11-9-0 1-4-0 1-4-06-6-81-4-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.26 0.11 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 61 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 6-0-0 oc bracing. REACTIONS.All bearings 10-5-0. (lb) - Max Horz 20=161(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-139(LC 4), 12=-120(LC 5), 19=-143(LC 5), 13=-130(LC 4) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 15, 14 except (jt=lb) 20=139, 12=120, 19=143, 13=130. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss GE03 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106401 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:13:53 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-RCuuXBNs1_sk8uBljUIeO8pCVOECuuFwL9Uzt5zG?By Scale = 1:52.0 1 2 3 4 5 6 19 18 17 16 15 14 13 12 11 9 8 7 37 10 38 4x8 4x6 3x6 3x8 6x16 4x8 6x6 2- 5 - 1 1 8-10-0 6-11-8 6-11-8 10-5-8 3-6-0 13-7-8 3-2-0 20-7-0 6-11-8 -1-4-0 1-4-0 6-11-8 6-11-8 13-7-8 6-8-0 20-7-0 6-11-8 21-11-0 1-4-0 1-4-08-1-98-3-81-4-08-1-912.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [3:0-4-12,0-1-8], [4:0-3-4,0-1-8], [5:0-4-15,Edge], [11:0-3-0,0-2-4], [19:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.93 0.64 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.35 0.02 (loc) 7-8 7-8 7 l/defl >593 >346 n/a L/d 240 180 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-19: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 2-19,5-7: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-5-8 except (jt=length) 7=0-3-8, 10=0-3-8. (lb) - Max Horz 19=-201(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 16, 17 except 7=-199(LC 7), 13=-296(LC 11), 19=-429(LC 4), 11=-328(LC 11), 18=-633(LC 11) Max Grav All reactions 250 lb or less at joint(s) 13, 11, 12, 14, 15, 16, 17 except 7=922(LC 1), 19=1192(LC 1), 18=356(LC 4), 10=553(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-804/258, 3-4=-465/246, 4-5=-818/232, 2-19=-751/285, 5-7=-770/277 BOT CHORD 18-19=0/467, 17-18=0/467, 16-17=0/467, 15-16=0/467, 14-15=0/467, 13-14=0/467, 12-13=0/465, 11-12=0/465, 10-11=0/465, 8-10=0/465, 7-8=0/468 WEBS 3-13=-121/256 NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 17 except (jt=lb) 7=199, 13=296, 19=429, 11=328, 18=633. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).May 16,2019 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 B19901523 Truss J01 Truss Type Jack-Closed Truss Qty 5 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106402 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:13:54 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-wOSHkXOUoI_bl2mxHBptxLLY?ojedNH3apDXPXzG?Bx Scale = 1:26.7 2 3 1 4 6 5 2x4 4x6 3x4 2x4 2x4 2x4 2-1-8 2-1-8 2-1-8 2-1-8 2-2-01-11-134-2-62-9-80-3-84-7-1214.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-2-4], [6:0-1-12,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.24 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=180/0-3-8, 5=36/0-1-8 Max Horz 6=132(LC 5) Max Uplift 6=-114(LC 4), 5=-140(LC 5) Max Grav 6=180(LC 1), 5=133(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=114, 5=140. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss J02 Truss Type Jack-Closed Girder Qty 2 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106403 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:13:54 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-wOSHkXOUoI_bl2mxHBptxLLZXojJdNH3apDXPXzG?Bx Scale = 1:13.6 1 2 3 4 6 57 3x8 3x4 2x4 2x4 1-6-14 1-6-14 2-11-10 1-4-13 -1-0-0 1-0-0 1-6-14 1-6-14 2-11-10 1-4-13 0-10-02-1-111-10-30-3-82-1-1110.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.14 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=199/0-3-8, 5=114/0-1-8 Max Horz 6=67(LC 4) Max Uplift 6=-75(LC 5), 5=-57(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 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) 53 lb down and 55 lb up at 1-6-13 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). 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 5-6=-20 Concentrated Loads (lb) Vert: 7=-53(B) May 16,2019 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 B19901523 Truss J03 Truss Type Jack-Closed Qty 19 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106404 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:13:55 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-Ob0fxsP7Zc6SNCL7rvK6UZukNC43MqXDpTz4xzzG?Bw Scale = 1:19.6 1 2 3 5 4 3x8 2x4 2x4 -1-0-0 1-0-0 2-11-10 2-11-10 0-10-03-3-113-0-30-3-83-3-1110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.14 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=174/0-3-8, 4=86/0-1-8 Max Horz 5=98(LC 5) Max Uplift 5=-38(LC 6), 4=-41(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) 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. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss J04 Truss Type JACK-CLOSED Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106405 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:13:55 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-Ob0fxsP7Zc6SNCL7rvK6UZulRC43MqXDpTz4xzzG?Bw Scale = 1:11.3 1 2 3 4 6 53x6 2x4 2x4 1-8-1 1-8-1 1-9-8 0-1-7 1-10-9 0-1-1 -1-0-0 1-0-0 1-8-1 1-8-1 1-10-9 0-2-8 0-7-01-4-111-8-37.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-8], [2:0-0-9,0-3-13], [2:0-3-0,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.07 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=127/0-3-8, 6=66/Mechanical Max Horz 2=45(LC 5) Max Uplift 2=-46(LC 6), 6=-18(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-8) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 5) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss J05 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106406 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:13:56 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-sna19CPlKvEI?MwJPcsL0mRwBbQK5HnM27idTPzG?Bv Scale = 1:11.3 1 2 3 4 7 5 6 3x6 2x4 2x4 1-3-9 1-3-9 1-7-1 0-3-8 1-9-8 0-2-7 1-10-9 0-1-1 -1-0-0 1-0-0 1-3-9 1-3-9 1-7-1 0-3-8 1-10-9 0-3-8 0-7-01-4-11-8-37.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-8], [2:0-0-9,0-3-13], [2:0-3-0,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.07 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=135/0-3-8, 6=58/Mechanical Max Horz 2=45(LC 5) Max Uplift 2=-46(LC 6), 6=-17(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-8) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 5) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss J06 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106407 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:13:56 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-sna19CPlKvEI?MwJPcsL0mRtlbOz5G5M27idTPzG?Bv Scale = 1:27.6 1 2 3 4 8 7 6 5 3x8 3x4 2x4 2x4 2x4 3x6 3-5-10 3-5-10 4-10-14 1-5-4 -1-0-0 1-0-0 3-5-10 3-5-10 4-10-14 1-5-4 0-10-04-11-13-11-90-11-84-3-10-8-010.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.29 0.13 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.06 0.02 (loc) 7 7 5 l/defl >999 >914 n/a L/d 240 180 n/a 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 4-10-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=240/0-3-8, 5=163/0-1-8 Max Horz 8=138(LC 5) Max Uplift 8=-35(LC 6), 5=-58(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss J07 Truss Type Jack-Closed Girder Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106408 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:13:57 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-Kz7PMYQN5DM9cVVWyKNaZ_z0T?isqk0WGnSB0szG?Bu Scale = 1:15.7 1 2 3 4 6 578 3x8 3x4 3x4 3x6 2-1-4 2-1-4 4-10-14 2-9-10 -1-0-0 1-0-0 2-1-4 2-1-4 4-10-14 2-9-10 0-10-02-5-122-7-12-2-40-3-82-5-1210.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-0-2], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.42 0.28 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.00 (loc) 5-6 5-6 5 l/defl >999 >706 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=316/0-3-8, 5=247/0-1-8 Max Horz 6=78(LC 4) Max Uplift 6=-84(LC 5), 5=-67(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 74 lb down and 32 lb up at 2-1-5, and 85 lb down and 32 lb up at 2-11-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 5-6=-20 Concentrated Loads (lb) Vert: 7=-74(B) 8=-85(B) May 16,2019 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 B19901523 Truss J08 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106409 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:13:58 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-oAhnauR?sXU0Ef3iW1up5BWDqP4WZBGfVRBkYIzG?Bt Scale = 1:21.7 1 2 3 4 6 5 3x8 3x4 3x4 3x4 2-5-7 2-5-7 4-10-14 2-5-7 -1-0-0 1-0-0 3-6-1 3-6-1 4-10-14 1-4-13 0-10-03-7-53-9-13-3-130-3-83-7-510.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.32 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=240/0-3-8, 5=163/0-1-8 Max Horz 6=111(LC 5) Max Uplift 6=-48(LC 6), 5=-43(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss J09 Truss Type Jack-Closed Qty 12 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106410 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:13:58 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-oAhnauR?sXU0Ef3iW1up5BWEEP3PZBGfVRBkYIzG?Bt Scale = 1:27.6 1 2 3 5 4 3x8 3x4 2x4 -1-0-0 1-0-0 4-10-14 4-10-14 0-10-04-11-14-7-90-3-84-11-110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.23 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=240/0-3-8, 4=163/0-1-8 Max Horz 5=146(LC 5) Max Uplift 5=-35(LC 6), 4=-58(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) 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. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss J10 Truss Type Jack-Closed Qty 5 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106411 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:13:59 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-GMFAnESddqctspeu4lP2eP3OkpQ9Id?ok5xI4kzG?Bs Scale = 1:27.6 1 2 3 4 8 7 6 5 3x8 3x4 2x4 2x4 2x4 3x4 2-2-0 2-2-0 4-10-14 2-8-14 -1-0-0 1-0-0 2-2-0 2-2-0 4-10-14 2-8-14 0-10-04-11-13-11-90-11-84-3-10-8-010.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.30 0.10 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.09 0.03 (loc) 7 7 5 l/defl >836 >606 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=240/0-3-8, 5=163/0-1-8 Max Horz 8=138(LC 5) Max Uplift 8=-35(LC 6), 5=-58(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss J11 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106412 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:00 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-kYpY?aSFO8kkTzD5eSwHBcbcTDmE14myylgrdBzG?Br Scale: 3/4"=1' 1 2 3 4 2x4 2x4 3x6 3-5-4 3-5-4 -1-0-0 1-0-0 3-5-4 3-5-4 0-7-02-7-17.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-8], [2:0-0-9,0-3-13], [2:0-3-0,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.11 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 2-4 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=105/Mechanical, 2=190/0-3-8 Max Horz 2=70(LC 5) Max Uplift 4=-20(LC 6), 2=-53(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-8) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 5) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss J12 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106413 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:00 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-kYpY?aSFO8kkTzD5eSwHBcbcADnU14myylgrdBzG?Br Scale = 1:11.1 1 2 4 5 3 6 3x6 1-7-11 1-7-11 1-9-8 0-1-13 -1-0-0 1-0-0 1-9-8 1-9-8 0-7-01-7-91-6-151-2-01-7-97.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-8], [2:0-0-9,0-3-13], [2:0-3-0,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.07 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=133/0-3-8, 3=28/Mechanical, 6=19/Mechanical Max Horz 2=54(LC 6) Max Uplift 2=-41(LC 6), 3=-24(LC 6) Max Grav 2=133(LC 1), 3=28(LC 1), 6=39(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-8) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 5) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss J13 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106414 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:01 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-DlNwCwTt9Ssb57oHB9RWjq8klc50mWJ5BPQO9dzG?Bq Scale = 1:27.6 1 2 3 4 8 7 6 5 3x8 3x4 2x4 2x4 2x4 3x6 3-11-2 3-11-2 4-10-14 0-11-12 -1-0-0 1-0-0 3-11-2 3-11-2 4-10-14 0-11-12 0-10-04-11-13-11-90-11-84-3-10-8-010.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.27 0.14 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.04 0.01 (loc) 7 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=240/0-3-8, 5=163/0-1-8 Max Horz 8=138(LC 5) Max Uplift 8=-35(LC 6), 5=-58(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss T01 Truss Type Common Truss Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106415 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:02 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-hxxIQGUWwl_SjHNTltylG1gou0H9VzIFQ39yh3zG?Bp Scale = 1:59.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x6 4x8 5x8 2x4 2x4 4x8 2x4 2x4 2x4 2x4 0-8-12 0-8-12 0-11-4 0-2-8 9-9-12 8-10-8 18-8-4 8-10-8 18-10-12 0-2-8 19-7-8 0-8-12 -1-0-0 1-0-0 0-11-4 0-11-4 5-0-2 4-0-14 9-9-12 4-9-10 14-7-6 4-9-10 18-8-4 4-0-14 19-7-8 0-11-4 20-7-8 1-0-0 0-10-09-0-20-10-010.00 12 Plate Offsets (X,Y)-- [2:0-1-7,0-1-12], [8:0-1-7,0-1-12], [10:0-0-0,0-1-12], [12:0-4-0,0-3-0], [14:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.76 0.78 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.23 0.01 (loc) 12 11-12 11 l/defl >999 >924 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=777/0-4-15, 11=777/0-4-15 Max Horz 13=212(LC 5) Max Uplift 13=-116(LC 6), 11=-116(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-381/0, 3-4=-657/122, 4-5=-492/133, 5-6=-492/133, 6-7=-657/122, 7-8=-381/0 BOT CHORD 13-14=0/406, 12-13=-86/406, 11-12=0/406, 10-11=0/406 WEBS 5-12=-37/358, 3-13=-469/232, 7-11=-469/232 NOTES-(5-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=116, 11=116. 5) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss T02 Truss Type Hip Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106416 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:03 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-97VgdbV8h37JLQygJaU_oFDxHQdHEPpOfjvVDVzG?Bo Scale = 1:56.7 1 2 3 4 5 6 7 8 9 13 12 11 1014151617 3x8 3x8 3x6 4x8 4x8 4x8 4x8 2x4 3x8 2x4 2x4 10-3-8 10-3-8 20-7-0 10-3-8 -1-4-0 1-4-0 5-3-0 5-3-0 8-7-8 3-4-8 10-3-8 1-8-0 11-11-8 1-8-0 15-4-0 3-4-8 20-7-0 5-3-0 21-11-0 1-4-0 1-4-09-9-99-11-81-4-09-9-912.00 12 Plate Offsets (X,Y)-- [2:0-4-15,Edge], [4:0-5-4,0-2-0], [6:0-5-4,0-2-0], [8:0-4-15,0-0-0], [10:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.85 0.79 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.65 0.02 (loc) 10-12 10-12 10 l/defl >778 >374 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-12,7-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-9 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=998/0-3-8, 13=997/0-3-8 Max Horz 13=-239(LC 4) Max Uplift 10=-105(LC 7), 13=-105(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-891/150, 3-4=-691/184, 4-5=-480/165, 5-6=-480/165, 6-7=-691/184, 7-8=-891/150, 2-13=-819/200, 8-10=-819/200 BOT CHORD 12-13=-127/520, 10-12=0/520 WEBS 5-12=-109/471 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=105, 13=105. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss T04 Truss Type COMMON Qty 6 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106417 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:04 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-dK33qxWmRNFAyaXstI?DLSm8fqvMzqVYtNe2myzG?Bn Scale = 1:87.7 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13293031323334 3x6 5x6 3x6 3x6 5x12 3x16 MT18HS 4x6 3x4 3x6 2x4 4x6 3x4 3x6 2x4 5x12 3x8 3x16 MT18HS 8-9-4 8-9-4 17-5-9 8-8-5 26-1-15 8-8-5 34-10-4 8-8-5 43-7-8 8-9-4 -1-0-0 1-0-0 7-3-14 7-3-14 14-6-13 7-2-15 21-9-12 7-2-15 29-0-11 7-2-15 36-3-10 7-2-15 43-7-8 7-3-14 0-4-113-3-110-7-07.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [2:0-2-14,0-2-12], [6:0-1-12,0-1-8], [8:0-1-12,0-1-8], [12:Edge,0-1-12], [15:0-3-0,0-1-12], [16:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MSH 0.74 0.99 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.41 -0.72 0.19 (loc) 16-18 16-18 12 l/defl >999 >729 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 196 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,9-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 2-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-13,4-18: 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 2-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 2-18. WEBS 1 Row at midpt 7-15, 8-15, 7-16, 6-16 REACTIONS.(lb/size)2=1982/0-3-8, 12=1919/Mechanical Max Horz 2=306(LC 5) Max Uplift 2=-185(LC 6), 12=-158(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3208/336, 4-6=-3099/405, 6-7=-2514/411, 7-8=-2509/412, 8-10=-3059/409, 10-12=-3172/340 BOT CHORD 2-18=-267/2688, 16-18=-148/2280, 15-16=-9/1728, 13-15=-110/2270, 12-13=-217/2649 WEBS 7-15=-168/1100, 8-15=-649/279, 8-13=-112/564, 10-13=-270/203, 7-16=-165/1111, 6-16=-660/276, 6-18=-103/595, 4-18=-283/198 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=185, 12=158. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss T05 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106418 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:04 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-dK33qxWmRNFAyaXstI?DLSm4iqzAzgYYtNe2myzG?Bn Scale = 1:77.1 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 3x6 5x6 8x10 3x6 3x16 MT18HS4x6 5x8 3x6 2x4 3x8 3x6 4x6 8x8 3x16 MT18HS 10-10-1 10-10-1 21-9-12 10-11-11 32-4-6 10-6-10 43-4-0 10-11-10 -1-0-0 1-0-0 7-6-5 7-6-5 14-8-1 7-1-11 21-9-12 7-1-11 28-11-7 7-1-11 36-1-3 7-1-11 43-4-0 7-2-13 0-7-04-9-124-11-110-9-14-9-127.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [2:0-0-7,0-3-13], [2:0-0-2,0-0-8], [3:0-4-0,0-1-9], [8:0-3-0,0-1-9], [10:0-5-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MSH 0.99 0.75 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.93 0.21 (loc) 11-13 13-15 10 l/defl >999 >561 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 151 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8,8-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-13,7-13: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 SLIDER Right 2x4 SPF-S Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 9-5-5 oc bracing. REACTIONS.(lb/size)10=1603/Mechanical, 2=1658/0-3-8 Max Horz 2=109(LC 5) Max Uplift 10=-210(LC 4), 2=-215(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2625/437, 3-4=-2863/470, 4-5=-3923/681, 5-7=-3923/681, 7-8=-2881/477, 8-10=-2524/433 BOT CHORD 2-15=-414/2185, 13-15=-678/3474, 11-13=-608/3444, 10-11=-309/2111 WEBS 3-15=-160/1180, 4-15=-999/372, 4-13=-95/580, 5-13=-365/185, 7-13=-101/612, 7-11=-985/362, 8-11=-182/1245 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=210, 2=215. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss T06 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106419 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:05 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-5WcR2HWOCgN1ak62Q?WSugIJUEJoiElh61OcIOzG?Bm Scale = 1:77.5 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 5x6 3x6 8x8 3x8 3x8 MT18HS3x8 2x4 3x6 3x6 3x6 3x8 2x4 8x8 5x6 3x8 MT18HS 10-4-10 10-4-10 21-7-4 11-2-10 33-2-14 11-7-11 43-4-0 10-1-2 -1-0-0 1-0-0 5-2-12 5-2-12 10-4-10 5-1-13 18-0-1 7-7-7 25-7-7 7-7-7 33-2-14 7-7-7 38-2-3 4-11-5 43-4-0 5-1-13 0-7-06-5-126-7-110-9-16-5-127.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [2:0-0-7,0-3-13], [2:0-0-2,0-0-8], [11:0-4-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MSH 0.67 0.72 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.93 0.18 (loc) 12-14 12-14 11 l/defl >999 >562 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 166 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-16,7-12: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 SLIDER Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc purlins, except 2-0-0 oc purlins (2-11-15 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-12 REACTIONS.(lb/size)11=1603/Mechanical, 2=1658/0-3-8 Max Horz 2=147(LC 5) Max Uplift 11=-146(LC 4), 2=-152(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2652/414, 3-4=-2445/377, 4-5=-2053/361, 5-7=-2828/463, 7-8=-2017/357, 8-9=-2376/372, 9-11=-2530/399 BOT CHORD 2-16=-360/2217, 14-16=-452/2760, 12-14=-408/2741, 11-12=-279/2095 WEBS 4-16=-47/849, 5-16=-987/314, 5-14=0/275, 7-14=0/291, 7-12=-1004/318, 8-12=-45/811 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=146, 2=152. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss T07 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106420 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:06 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-ZiApFdX0z_VuCuhE_j1hQtrQPdc?RbdqLh79qqzG?Bl Scale = 1:78.6 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x6 5x6 3x6 5x6 8x8 3x6 3x6 3x6 2x4 2x4 3x8 8x8 3x6 2x4 3x6 10-10-1 10-10-1 21-9-12 10-11-11 30-4-10 8-6-14 32-9-7 2-4-13 43-4-0 10-6-9 -1-0-0 1-0-0 6-7-15 6-7-15 13-2-14 6-7-0 21-9-12 8-6-14 30-4-10 8-6-14 36-11-9 6-7-0 43-4-0 6-4-7 0-7-08-1-128-3-110-9-18-1-127.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [2:0-0-7,0-3-13], [2:0-0-2,0-0-8], [5:0-3-0,0-1-12], [8:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MSH 0.92 0.92 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.76 0.18 (loc) 12-14 12-14 11 l/defl >999 >685 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 11-13: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-16,6-14,9-12: 2x4 SPF-S Stud WEDGE Left: 2x6 SPF No.2 SLIDER Right 2x4 SPF-S Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-5-15 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS.(lb/size)11=1603/Mechanical, 2=1658/0-3-8 Max Horz 2=186(LC 5) Max Uplift 11=-120(LC 7), 2=-157(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2626/400, 3-5=-2385/381, 5-6=-2294/430, 6-8=-2292/430, 8-9=-2336/375, 9-11=-2527/393 BOT CHORD 2-16=-287/2188, 14-16=-234/1874, 12-14=-157/1853, 11-12=-268/2111 WEBS 3-16=-278/197, 5-16=-4/501, 5-14=-211/694, 6-14=-565/286, 8-14=-211/718, 8-12=-1/460 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=120, 2=157. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss T08 Truss Type Hip Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106421 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:07 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-1ukBTzYekIdlp2FRYQYwz5Ocf1_xAAO_aLtjMHzG?Bk Scale = 1:76.9 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x6 5x6 5x6 3x6 3x6 8x8 3x6 2x4 3x8 2x4 3x6 2x4 8x8 3x6 10-11-6 10-11-6 21-9-12 10-10-6 32-8-2 10-10-6 43-7-8 10-11-6 -1-0-0 1-0-0 8-1-1 8-1-1 16-1-3 8-0-2 21-9-12 5-8-9 27-6-5 5-8-9 35-6-7 8-0-2 43-7-8 8-1-1 44-7-8 1-0-0 0-7-09-9-129-11-110-7-09-9-127.00 12 Plate Offsets (X,Y)-- [2:0-1-1,Edge], [2:0-3-13,0-0-4], [2:0-0-8,0-0-4], [5:0-3-0,0-1-12], [7:0-3-0,0-1-12], [10:0-0-8,0-0-4], [10:0-3-13,0-0-4], [10:0-1-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.88 0.81 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.73 0.14 (loc) 10-12 2-16 10 l/defl >999 >717 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-15: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16,9-12: 2x4 SPF-S Stud WEDGE Left: 2x6 SPF No.2, Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-1-6 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS.(lb/size)10=1665/0-3-8, 2=1665/0-3-8 Max Horz 2=224(LC 5) Max Uplift 10=-176(LC 7), 2=-176(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2623/376, 3-5=-2400/411, 5-6=-1857/375, 6-7=-1857/375, 7-9=-2400/411, 9-10=-2623/376 BOT CHORD 2-16=-220/2142, 14-16=-131/1685, 12-14=-79/1685, 10-12=-220/2142 WEBS 3-16=-341/242, 5-16=-89/616, 5-14=-151/483, 6-14=-378/189, 7-14=-151/483, 7-12=-89/616, 9-12=-341/242 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=176, 2=176. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss T09 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106422 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:08 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-V5IZgJZGVblcRCqd6839VIwq?RMgveY7o?cGvjzG?Bj Scale = 1:82.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 20 19 18 17 16 152930313233 3x6 5x6 5x6 3x6 3x16 MT18HS 5x12 3x6 3x6 2x4 3x4 3x6 3x8 3x4 3x6 2x4 5x12 3x6 3x16 MT18HS 8-9-4 8-9-4 18-11-7 10-2-3 24-8-1 5-8-9 34-10-4 10-2-3 43-7-8 8-9-4 -1-0-0 1-0-0 6-4-7 6-4-7 12-7-15 6-3-8 18-11-7 6-3-8 24-8-1 5-8-9 30-11-9 6-3-8 37-3-1 6-3-8 43-7-8 6-4-7 44-7-8 1-0-0 0-7-011-5-1211-7-110-7-011-5-127.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-12], [6:0-1-12,0-1-8], [7:0-3-0,0-1-12], [9:0-1-12,0-1-8], [13:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.65 0.65 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.52 -0.95 0.18 (loc) 18-20 18-20 13 l/defl >998 >546 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 205 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,10-14: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-20,11-15: 2x4 SPF-S Stud SLIDER Left 2x4 SP No.3 2-6-0, Right 2x4 SP No.3 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins, except 2-0-0 oc purlins (3-11-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 7-17, 9-17 REACTIONS.(lb/size)13=1931/0-3-8, 2=1939/0-3-8 Max Horz 2=255(LC 5) Max Uplift 13=-188(LC 7), 2=-188(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3090/349, 4-6=-2951/371, 6-7=-2303/363, 7-8=-1895/351, 8-9=-2288/363, 9-11=-2938/371, 11-13=-3076/349 BOT CHORD 2-20=-240/2592, 18-20=-140/2286, 17-18=-7/1907, 15-17=-120/2274, 13-15=-202/2580 WEBS 6-20=-25/500, 6-18=-598/210, 7-18=-70/822, 8-17=-50/783, 9-17=-599/210, 9-15=-26/502 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=188, 2=188. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss T10 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106423 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:09 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-_HsyufZvGvtS3LPpfraO2WTz5reReycH1fMpR9zG?Bi Scale = 1:90.1 1 2 3 4 5 6 7 8 9 10 1112 19 18 17 16 15 14 1324252627 3x12 3x4 5x10 MT18HS 3x6 5x6 3x8 3x16 MT18HS 3x6 4x6 3x6 3x4 4x8 3x4 3x6 2x4 5x12 3x8 3x16 MT18HS 1-8-5 1-8-5 11-0-12 9-4-7 22-2-12 11-2-0 33-4-12 11-2-0 44-0-8 10-7-12 1-8-5 1-8-5 7-8-14 6-0-9 14-11-13 7-2-15 22-2-12 7-2-15 29-5-11 7-2-15 36-8-10 7-2-15 44-0-8 7-3-14 45-0-8 1-0-0 1-2-013-3-110-7-01-2-07.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-1-13], [5:0-1-8,0-1-8], [7:0-1-12,0-1-8], [11:Edge,0-2-0], [11:0-10-12,0-1-8], [15:0-4-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MSH 0.82 0.93 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.65 -1.10 0.18 (loc) 13-15 13-15 11 l/defl >808 >476 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 192 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-17,5-15,6-15,7-15,7-13: 2x4 SPF No.2 SLIDER Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-15, 6-15, 7-15 REACTIONS.(lb/size)19=1860/Mechanical, 11=1928/0-3-8 Max Horz 19=-313(LC 4) Max Uplift 19=-161(LC 6), 11=-199(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3391/370, 3-5=-2983/375, 5-6=-2085/349, 6-7=-2087/349, 7-9=-2875/361, 9-11=-3070/352 BOT CHORD 18-19=-316/2899, 17-18=-286/2698, 15-17=-148/2205, 13-15=-85/2172, 11-13=-196/2560 WEBS 2-19=-3211/291, 3-18=-14/424, 3-17=-341/201, 5-17=-38/704, 5-15=-791/251, 6-15=-203/1642, 7-15=-745/245, 7-13=-27/599, 9-13=-264/194 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=161, 11=199. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss T11 Truss Type Roof Special Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106424 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:10 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-STQK5?aX1D?JgV_0DY6dbj067F?gNNCQGI5NzbzG?Bh Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13242526 2x4 5x6 5x10 MT18HS 3x6 3x6 2x4 4x6 6x10 3x4 3x16 MT18HS 8x10 4x6 4x8 5x6 3x4 3x6 2x4 4x8 5x6 5x8 3x6 3x4 1-9-12 1-9-12 4-6-10 2-8-14 11-8-12 7-2-2 17-0-10 5-3-14 22-2-12 5-2-2 33-4-12 11-2-0 44-0-8 10-7-12 1-9-12 1-9-12 4-6-10 2-8-14 11-8-12 7-2-2 17-0-10 5-3-14 22-2-12 5-2-2 29-5-11 7-2-15 36-8-10 7-2-15 44-0-8 7-3-14 45-0-8 1-0-0 2-10-013-3-110-7-00-8-02-10-07.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-2-4], [2:0-1-12,0-1-8], [3:0-5-0,0-1-13], [6:0-3-0,0-2-0], [8:0-1-8,0-1-8], [11:0-1-5,Edge], [11:0-0-8,0-0-3], [11:0-3-13,0-0-2], [16:0-3-0,0-1-8], [19:0-4-4,Edge], [20:0-1-12,0-1-8], [21:0-3-8,Edge], [23:0-2-4,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.93 0.87 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.67 -1.17 0.21 (loc) 13-15 13-15 11 l/defl >783 >447 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 221 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 22-23,17-18: 2x4 SPF No.2, 5-18: 2x4 SPF-S Stud WEBS 2x4 SPF No.2 *Except* 1-23,3-20,3-19,10-13,16-19: 2x4 SPF-S Stud, 2-22: 2x3 SPF No.2 WEDGE Right: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-2 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-19, 7-15, 8-15, 6-16, 6-15 REACTIONS.(lb/size)23=1774/Mechanical, 11=1893/0-3-8 Max Horz 23=-335(LC 4) Max Uplift 23=-163(LC 6), 11=-199(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-1742/208, 1-2=-1520/196, 2-3=-3800/426, 3-5=-3043/364, 5-6=-2991/486, 6-7=-1962/362, 7-8=-2001/352, 8-10=-2854/364, 10-11=-3084/351 BOT CHORD 22-23=-234/278, 20-21=-230/1435, 19-20=-390/3694, 5-19=-335/221, 15-16=-87/1959, 13-15=-91/2113, 11-13=-204/2528 WEBS 2-21=-1665/187, 2-20=-301/2789, 3-20=-1382/246, 3-19=-1195/189, 7-15=-228/1591, 8-15=-764/242, 8-13=-25/668, 10-13=-259/197, 16-19=-51/1761, 6-19=-236/1150, 6-15=-719/218, 1-21=-235/2259 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=163, 11=199. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 16,2019 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 B19901523 Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106425 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:11 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-wg_iILb9oW7AIfZCnGds7xYHOeKq6smZUyrwV2zG?Bg Scale = 1:92.1 1 2 3 4 5 6 7 8 9 1017 16 15 14 13 12 11192018 4x8 3x6 5x8 3x6 3x4 5x12 2x4 2x4 3x16 MT18HS5x6 5x8 8x8 4x8 3x4 3x6 2x4 7-4-14 7-4-14 13-3-0 5-10-2 22-2-12 8-11-12 33-4-12 11-2-0 44-0-8 10-7-12 7-4-14 7-4-14 13-3-0 5-10-2 22-1-11 8-10-11 22-2-12 0-1-1 22-3-13 0-1-1 29-5-11 7-1-14 36-8-10 7-2-15 44-0-8 7-3-14 45-0-8 1-0-0 4-6-03-10-013-3-10-8-00-7-00-8-04-6-07.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-8], [2:0-4-12,0-1-12], [5:0-3-8,0-1-4], [6:0-1-8,0-1-8], [9:0-0-2,0-0-8], [9:0-0-7,0-3-13], [9:0-4-0,Edge], [13:0-2-12,0-2-0], [16:0-1-12,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.90 0.87 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.72 -1.13 0.17 (loc) 11-13 11-13 9 l/defl >732 >464 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 209 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 2-3,7-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 15-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-14: 2x3 SPF No.2, 2-16,2-15,8-11: 2x4 SPF-S Stud WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-9 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 5-15, 6-13 REACTIONS.(lb/size)9=1839/0-3-8, 18=1702/0-3-8 Max Horz 18=-358(LC 4) Max Uplift 9=-198(LC 7), 18=-164(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 17-18=-1702/209, 1-17=-1626/247, 1-2=-2973/374, 2-4=-2728/381, 4-5=-2783/553, 5-6=-1896/351, 6-8=-2756/366, 8-9=-2986/353 BOT CHORD 16-17=-301/379, 15-16=-271/2920, 11-13=-91/2023, 9-11=-205/2445 WEBS 4-15=-444/286, 1-16=-365/3227, 2-16=-1253/255, 2-15=-740/106, 5-13=-61/851, 13-15=0/1506, 5-15=-342/1264, 6-13=-768/241, 6-11=-30/675, 8-11=-261/197 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=198, 18=164. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). May 16,2019 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 B19901523 Truss T13 Truss Type Roof Special Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106426 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:12 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-OsX4WgcnZqF1wp8OLz85g85Sm2eErHejjcaU2UzG?Bf Scale = 1:85.0 1 2 3 4 5 6 7 8 9 10 1120 19 18 17 16 15 14 13 12 22 23 24 2521 2x4 5x8 6x10 5x6 3x6 4x8 6x8 2x4 2x4 3x6 4x8 4x6 3x8 3x4 3x6 8x10 5x6 3x6 2x4 10-3-3 10-3-3 13-3-0 2-11-13 19-3-6 6-0-6 25-2-2 5-10-11 31-7-14 6-5-13 37-10-3 6-2-5 44-0-8 6-2-5 5-3-5 5-3-5 10-3-3 4-11-13 13-3-0 2-11-13 19-3-6 6-0-6 25-2-2 5-10-11 31-7-14 6-5-13 37-10-3 6-2-5 44-0-8 6-2-5 45-0-8 1-0-0 6-2-05-6-011-5-211-7-10-8-00-7-00-8-011-5-27.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-12], [3:0-4-8,0-1-12], [5:0-4-8,0-0-12], [7:0-1-8,0-1-8], [10:0-0-8,0-0-3], [10:0-4-15,0-0-5], [10:0-1-5,Edge], [16:0-3-0,0-1-8], [18:0-3-4,Edge], [19:0-2-4,0-1-12], [20:0-4-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.92 0.99 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.72 0.25 (loc) 19-20 19-20 10 l/defl >999 >731 n/a L/d 240 180 n/a PLATES MT20 Weight: 233 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-21,6-15,7-15,5-16,5-18,5-15: 2x4 SPF No.2, 4-17: 2x3 SPF No.2 WEDGE Right: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-3 max.): 1-3, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-21, 2-20, 7-15, 5-15 REACTIONS.(lb/size)10=1853/0-3-8, 21=1825/0-3-8 Max Horz 21=-336(LC 4) Max Uplift 10=-186(LC 7), 21=-157(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 20-21=-1825/223, 2-3=-2775/361, 3-4=-2811/406, 4-5=-2826/509, 5-6=-1799/361, 6-7=-2177/372, 7-9=-2652/362, 9-10=-3037/346 BOT CHORD 19-20=-165/1582, 18-19=-168/2747, 15-16=-22/1804, 13-15=-123/2220, 12-13=-210/2488, 10-12=-210/2488 WEBS 2-20=-2199/319, 2-19=-121/1696, 3-19=-916/209, 3-18=-738/65, 6-15=-50/714, 7-15=-647/185, 7-13=0/394, 16-18=-22/1767, 5-18=-240/1163, 9-12=0/260, 9-13=-333/123 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=186, 21=157. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). May 16,2019 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 B19901523 Truss T14 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106427 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:13 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-s25Sj0dPK8NuXzjbuhfKCMecjS?qar7syGK1awzG?Be Scale = 1:82.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 18 19 20 2117 4x6 10x10 5x6 3x6 3x4 5x12 3x4 4x6 4x6 4x10 3x4 5x12 3x4 2x4 8x8 8x8 6-8-0 6-8-0 13-3-0 6-7-0 16-5-2 3-2-2 28-0-6 11-7-5 36-0-0 7-11-9 44-0-8 8-0-8 6-8-0 6-8-0 13-1-7 6-5-8 16-5-2 3-3-10 22-2-12 5-9-10 28-0-6 5-9-10 36-0-0 7-11-9 44-0-8 8-0-8 7-10-07-2-09-9-29-11-10-8-00-7-00-8-09-9-27.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-1-8], [3:0-1-1,0-2-8], [4:0-2-12,0-1-0], [8:0-1-8,0-1-8], [9:0-0-7,0-3-13], [9:0-0-2,0-0-8], [9:0-4-0,Edge], [11:0-6-0,0-3-0], [12:0-4-4,0-1-12], [14:0-3-12,0-2-8], [15:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.98 0.90 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.75 -1.37 0.17 (loc) 11-12 11-12 9 l/defl >702 >383 n/a L/d 240 180 n/a PLATES MT20 Weight: 223 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-16: 2x4 SPF No.2, 3-13: 2x4 SPF-S Stud WEBS 2x4 SPF No.2 *Except* 2-15,8-10: 2x4 SPF-S Stud WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-1-14 max.): 1-3, 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14,12-13. 1 Row at midpt 3-14 WEBS 1 Row at midpt 1-17, 2-15, 5-12, 5-11, 8-11 REACTIONS.(lb/size)9=1782/0-3-8, 17=1962/0-3-8 Max Horz 17=-313(LC 4) Max Uplift 9=-132(LC 7), 17=-258(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 16-17=-1962/258, 1-16=-1824/275, 1-2=-1610/276, 2-3=-2532/388, 3-4=-3011/497, 4-5=-2101/363, 5-6=-2044/362, 6-8=-2479/367, 8-9=-2992/375 BOT CHORD 15-16=-148/272, 14-15=-163/1610, 3-14=-1775/354, 11-12=-132/2191, 10-11=-235/2452, 9-10=-235/2452 WEBS 1-15=-286/2314, 2-15=-1389/323, 2-14=-158/1315, 4-12=-1/349, 5-12=-315/142, 5-11=-431/225, 6-11=-43/865, 8-11=-493/207, 8-10=0/312, 12-14=-32/2200, 4-14=-250/1286 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=132, 17=258. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). May 16,2019 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 B19901523 Truss T15 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106428 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:14 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-KFfrxMd15RVl97InSOAZlZAodsMsJGl0Bw3a6NzG?Bd Scale = 1:79.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 18 19 2017 4x6 3x6 3x4 5x12 2x4 2x4 3x8 MT18HS4x6 4x6 3x6 4x10 5x6 3x6 3x6 2x4 8x8 6-8-12 6-8-12 13-3-0 6-6-4 22-0-13 8-9-13 30-10-11 8-9-13 37-5-2 6-6-7 44-0-8 6-7-6 6-8-12 6-8-12 13-3-0 6-6-4 22-0-13 8-9-13 30-10-11 8-9-13 37-5-2 6-6-7 44-0-8 6-7-6 8-1-27-5-28-3-10-8-00-7-00-8-08-1-27.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-1-8], [6:0-3-0,0-1-12], [8:0-0-7,0-3-13], [8:0-0-2,0-0-8], [8:0-4-0,Edge], [12:0-4-4,0-1-12], [14:0-5-8,0-2-8], [15:0-2-4,0-1-8], [16:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.90 0.85 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.69 0.18 (loc) 10-12 12-13 8 l/defl >999 >757 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 207 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 8-11: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-13: 2x3 SPF No.2, 1-15,2-14,12-14,5-14,6-12: 2x4 SPF No.2 WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-3 max.): 1-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-15, 5-14 2 Rows at 1/3 pts 1-17 REACTIONS.(lb/size)8=1764/0-3-8, 17=1897/0-3-8 Max Horz 17=-236(LC 4) Max Uplift 8=-121(LC 6), 17=-258(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 16-17=-1897/258, 1-16=-1756/309, 1-2=-1494/286, 2-3=-2341/410, 3-5=-2342/412, 5-6=-2604/447, 6-7=-2596/389, 7-8=-2988/386 BOT CHORD 14-15=-309/1494, 10-12=-148/2163, 9-10=-256/2450, 8-9=-256/2450 WEBS 3-14=-397/205, 1-15=-303/2180, 2-15=-1303/304, 2-14=-195/1255, 12-14=-348/2547, 5-14=-333/49, 5-12=-402/331, 6-12=-272/709, 6-10=0/501, 7-10=-331/162, 7-9=0/261 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=121, 17=258. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). May 16,2019 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 B19901523 Truss T16 Truss Type Roof Special Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106429 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:14 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-KFfrxMd15RVl97InSOAZlZAo5sPTJBb0Bw3a6NzG?Bd Scale = 1:80.0 1 2 3 4 5 6 7 8 9 10 1118 17 16 15 14 13 12 20 2119 4x6 3x6 3x4 6x8 2x4 2x4 3x16 MT18HS4x6 4x6 5x8 3x6 3x6 4x8 2x4 8x8 3x6 5x6 6-8-12 6-8-12 13-3-0 6-6-4 23-6-0 10-3-0 33-8-15 10-3-0 44-0-8 10-3-9 6-8-12 6-8-12 13-3-0 6-6-4 20-1-0 6-10-0 26-11-0 6-10-0 33-8-15 6-10-0 38-10-4 5-1-5 44-0-8 5-2-4 45-0-8 1-0-0 6-5-25-9-26-7-10-8-00-7-00-8-06-5-27.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [10:0-4-0,Edge], [10:0-0-7,0-3-13], [10:0-0-2,0-0-8], [14:0-3-12,0-1-12], [16:0-2-8,Edge], [17:0-1-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.94 0.69 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.54 -1.00 0.20 (loc) 12-14 14-15 10 l/defl >975 >527 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 195 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 16-18: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-15: 2x3 SPF No.2, 1-17,2-16,14-16,5-16,7-12: 2x4 SPF No.2 WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-8 max.): 1-8. BOT CHORD Rigid ceiling directly applied or 9-3-11 oc bracing. WEBS 1 Row at midpt 1-19, 5-16, 7-12 REACTIONS.(lb/size)10=1774/0-3-8, 19=1672/0-3-8 Max Horz 19=-190(LC 4) Max Uplift 10=-153(LC 6), 19=-293(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 18-19=-1672/293, 1-18=-1613/336, 1-2=-1776/373, 2-4=-2875/540, 4-5=-2870/541, 5-7=-3115/477, 7-8=-2225/364, 8-9=-2659/384, 9-10=-2835/417 BOT CHORD 16-17=-388/1776, 12-14=-448/2975, 10-12=-275/2333 WEBS 4-16=-352/184, 1-17=-396/2285, 2-17=-1309/336, 2-16=-219/1434, 14-16=-546/3078, 5-16=-395/69, 7-14=-14/334, 7-12=-1075/339, 8-12=-65/1003 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=153, 19=293. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). May 16,2019 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 B19901523 Truss TG01 Truss Type Common Girder Qty 1 Ply 3 FISCHER OBF-091 Job Reference (optional) I37106430 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:15 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-oRDD8iefsldcnGtz06hoInj6kGn?2h_9Pap8epzG?Bc Scale = 1:54.9 1 2 3 4 5 6 9 8 7101112131415 6x10 5x6 10x10 3x8 3x6 3x8 3x6 6x10 4-10-15 4-10-15 9-9-12 4-10-13 14-8-9 4-10-13 19-7-8 4-10-15 4-10-15 4-10-15 9-9-12 4-10-13 14-8-9 4-10-13 19-7-8 4-10-15 20-7-8 1-0-0 0-10-09-0-20-10-010.00 12 Plate Offsets (X,Y)-- [1:0-10-0,0-0-5], [2:0-2-0,0-1-8], [3:0-2-8,0-2-8], [4:0-2-0,0-1-8], [5:0-10-0,0-0-5], [7:0-4-0,0-1-8], [9:0-4-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.37 0.54 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.18 0.04 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 372 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8: 2x4 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)1=9818/0-3-8, 5=7442/0-3-8 Max Horz 1=-205(LC 3) Max Uplift 1=-1289(LC 5), 5=-1535(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-10924/1576, 2-3=-7470/1320, 3-4=-7448/1317, 4-5=-10725/2189 BOT CHORD 1-9=-1154/8027, 8-9=-1154/8028, 7-8=-1540/7789, 5-7=-1540/7788 WEBS 3-8=-1565/9122, 4-8=-2807/983, 4-7=-1201/4173, 2-8=-3127/393, 2-9=-375/4395 NOTES-(8-11) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 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=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1289, 5=1535. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1845 lb down and 170 lb up at 0-7-14, 1754 lb down and 175 lb up at 2-7-14, 1682 lb down and 176 lb up at 4-7-14, 1805 lb down and 186 lb up at 6-7-14, 1942 lb down and 270 lb up at 8-7-14, 1877 lb down and 270 lb up at 10-7-14, and 1652 lb down and 305 lb up at 12-7-14, and 3212 lb down and 1110 lb up at 14-7-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 May 16,2019 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 B19901523 Truss TG01 Truss Type Common Girder Qty 1 Ply 3 FISCHER OBF-091 Job Reference (optional) I37106430 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:15 2019 Page 2 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-oRDD8iefsldcnGtz06hoInj6kGn?2h_9Pap8epzG?Bc LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 1-5=-20 Concentrated Loads (lb) Vert: 7=-3212 9=-1682 10=-1845(F) 11=-1754(F) 12=-1805 13=-1942 14=-1877 15=-1652 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 B19901523 Truss TG02 Truss Type HIP GIRDER Qty 1 Ply 2 FISCHER OBF-091 Job Reference (optional) I37106431 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:17 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-lqLzZOgwOMtK0a0M7XkGNBoNl3NlWezStuIFjizG?Ba Scale = 1:77.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 121920212223242526272829303132333435 36 5x6 3x6 4x8 4x8 2x4 4x8 3x6 4x8 2x4 3x6 4x8 5x6 2x4 3x6 4x8 4x8 4-8-1 4-8-1 13-2-4 8-6-4 21-9-12 8-7-8 30-5-4 8-7-8 38-11-7 8-6-4 43-7-8 4-8-1 -1-0-0 1-0-0 4-8-1 4-8-1 13-2-4 8-6-4 21-9-12 8-7-8 30-5-4 8-7-8 38-11-7 8-6-4 43-7-8 4-8-1 44-7-8 1-0-0 0-7-03-2-93-3-110-7-03-2-97.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [3:0-4-4,0-2-8], [9:0-4-4,0-2-8], [10:0-0-0,0-0-4], [13:0-3-4,0-2-4], [17:0-3-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.65 0.84 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.62 -1.16 0.14 (loc) 15 15-17 10 l/defl >839 >450 n/a L/d 240 180 n/a PLATES MT20 Weight: 369 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3,9-11: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-17,4-15,8-15,9-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (5-0-4 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 9-1-6 oc bracing. REACTIONS.(lb/size)2=2385/0-3-8, 10=2385/0-3-8 Max Horz 2=-68(LC 3) Max Uplift 2=-851(LC 4), 10=-851(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4162/1575, 3-4=-7758/3086, 4-6=-9203/3673, 6-8=-9203/3673, 8-9=-7758/3086, 9-10=-4162/1576 BOT CHORD 2-18=-1358/3465, 17-18=-1352/3443, 15-17=-3089/7757, 13-15=-3045/7757, 12-13=-1284/3443, 10-12=-1290/3465 WEBS 3-18=-128/434, 3-17=-1890/4589, 4-17=-1015/481, 4-15=-665/1549, 6-15=-447/231, 8-15=-665/1549, 8-13=-1015/481, 9-13=-1891/4589, 9-12=-128/434 NOTES-(10-13) 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=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=851, 10=851. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down and 70 lb up at 2-8-13, 66 lb down and 53 lb up at 4-8-13, 66 lb down and 53 lb up at 6-8-13, 66 lb down and 53 lb up at 8-8-13, 66 lb down and 53 lb up at 10-8-13, 66 lb down and 53 lb up at 12-8-13, 66 lb down and 53 lb up at 14-8-13, 66 lb down and 53 lb up at 16-8-13, 66 lb down and 53 lb up at 18-8-13, 66 lb down and 53 lb up at 20-8-13, 66 lb down and 53 lb up at 21-9-12, 66 lb down and 53 lb up at 22-10-11, 66 lb down and 53 lb up at 24-10-11, 66 lb down and 53 lb up at 26-10-11, 66 lb down and 53 lb up at 28-10-11, 66 lb down and 53 lb up at 30-10-11, 66 lb down and 53 lb up at 32-10-11, 66 lb down and 53 lb up at 34-10-11, 66 lb down and 53 lb up at 36-10-11, and 66 lb down and 53 lb up at 38-10-11, and 94 lb down and 70 lb up at 40-10-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 May 16,2019 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 B19901523 Truss TG02 Truss Type HIP GIRDER Qty 1 Ply 2 FISCHER OBF-091 Job Reference (optional) I37106431 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:17 2019 Page 2 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-lqLzZOgwOMtK0a0M7XkGNBoNl3NlWezStuIFjizG?Ba 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-54, 3-9=-54, 9-11=-54, 2-10=-20 Concentrated Loads (lb) Vert: 18=-66 15=-66 12=-66 19=-94 20=-66 21=-66 22=-66 23=-66 24=-66 25=-66 26=-66 27=-66 28=-66 29=-66 30=-66 31=-66 32=-66 33=-66 34=-66 35=-66 36=-94 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 B19901523 Truss TG03 Truss Type HIP TRUSS Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106432 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:17 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-lqLzZOgwOMtK0a0M7XkGNBoPQ3V3Wm_StuIFjizG?Ba Scale = 1:29.7 2 3 5 7 1 4 6 8 12 11 10 9 13 14 15 4x6 4x6 2x4 2x4 3x4 3x4 6x8 6x8 2x4 2x4 2-1-8 2-1-8 10-0-8 7-11-0 12-2-0 2-1-8 2-1-8 2-1-8 10-0-8 7-11-0 12-2-0 2-1-8 2-2-04-6-124-7-122-2-04-6-1214.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-4-12,0-4-0], [3:0-3-14,0-2-0], [5:0-3-14,0-2-0], [7:0-4-12,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.55 0.37 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.08 -0.00 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-12,7-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5, 2-4, 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)12=562/0-3-8, 9=583/0-3-8 Max Horz 12=-114(LC 3) Max Uplift 12=-467(LC 5), 9=-554(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-353/447, 3-5=-238/332, 5-7=-354/454, 2-12=-609/698, 7-9=-608/695 BOT CHORD 10-11=-342/296 WEBS 4-11=-278/365, 3-4=-266/355, 6-10=-292/372, 5-6=-279/361, 2-11=-508/394, 7-10=-489/385 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=467, 9=554. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb down and 152 lb up at 2-2-4, 122 lb down and 152 lb up at 4-2-4, 122 lb down and 152 lb up at 6-2-4, 122 lb down and 152 lb up at 8-2-4, and 122 lb down and 152 lb up at 9-11-12, and 51 lb down and 120 lb up at 10-0-8 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). 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-3=-54, 3-5=-54, 5-7=-54, 9-12=-20, 1-2=-54, 7-8=-54 Continued on page 2 May 16,2019 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 B19901523 Truss TG03 Truss Type HIP TRUSS Qty 1 Ply 1 FISCHER OBF-091 Job Reference (optional) I37106432 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:18 2019 Page 2 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-D0vLmkgY8g?BekbYhEFVvPLaATrIFDEb5Y1oF8zG?BZ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=-16 10=-47(F=-31) 13=-16 14=-16 15=-16 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 B19901523 Truss TG04 Truss Type Hip Truss Qty 1 Ply 2 FISCHER OBF-091 Job Reference (optional) I37106433 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:18 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-D0vLmkgY8g?BekbYhEFVvPLcATpOF5tb5Y1oF8zG?BZ Scale = 1:36.4 2 4 5 6 1 3 7 8 12 11 10 9 13 14 15 16 17 6x6 6x6 3x8 3x8 8x8 8x8 8x10 8x10 2x4 2x4 3-9-0 3-9-0 8-5-0 4-8-0 12-2-0 3-9-0 3-9-0 3-9-0 8-5-0 4-8-0 12-2-0 3-9-0 2-2-06-4-36-6-82-2-06-4-314.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-6-4,0-4-0], [4:0-3-0,0-1-12], [5:0-3-0,0-1-12], [6:0-6-4,0-4-0], [9:0-3-8,0-1-8], [10:0-2-8,0-4-12], [11:0-2-8,0-4-12], [12:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.42 0.49 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.13 0.01 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 161 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 2-12,6-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 2-3, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 3, 7 REACTIONS.(lb/size)12=5793/0-3-8, 9=6639/0-3-8 Max Horz 12=-158(LC 11) Max Uplift 12=-548(LC 5), 9=-620(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4397/442, 4-5=-2682/311, 5-6=-4394/441, 2-12=-4735/473, 6-9=-4723/473 BOT CHORD 11-12=-195/338, 10-11=-285/2682, 9-10=-39/353 WEBS 3-11=-271/3073, 3-4=-276/3118, 7-10=-270/3066, 5-7=-275/3110, 2-11=-337/2694, 6-10=-339/2677 NOTES-(10-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=548, 9=620. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1899 lb down and 170 lb up at 1-5-14, 1899 lb down and 170 lb up at 3-5-14, 1899 lb down and 170 lb up at 5-5-14, 1899 lb down and 170 lb up at 7-5-14, and 1899 lb down and 170 lb up at 9-5-14, and 1904 lb down and 167 lb up at 11-5-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 May 16,2019 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 B19901523 Truss TG04 Truss Type Hip Truss Qty 1 Ply 2 FISCHER OBF-091 Job Reference (optional) I37106433 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:18 2019 Page 2 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-D0vLmkgY8g?BekbYhEFVvPLcATpOF5tb5Y1oF8zG?BZ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-54, 4-5=-54, 5-6=-54, 9-12=-20, 1-2=-54, 6-8=-54 Concentrated Loads (lb) Vert: 11=-1899(B) 13=-1899(B) 14=-1899(B) 15=-1899(B) 16=-1899(B) 17=-1904(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 B19901523 Truss TG06 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 FISCHER OBF-091 Job Reference (optional) I37106434 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:20 2019 Page 1 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-9P06BQiogHGvt2lxpfHz?qQq6HPSjufuZsWvK0zG?BX Scale = 1:80.1 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11202122232425 26 27 28 29 30 31 32 33 34 35 36 37 38 19 4x6 3x6 5x8 3x4 8x16 2x4 2x4 4x8 5x6 4x6 3x6 8x10 3x6 4x6 2x4 3x6 4x8 6-8-12 6-8-12 13-3-0 6-6-4 21-0-0 7-9-0 28-10-4 7-10-4 36-7-4 7-9-0 44-0-8 7-5-4 6-8-12 6-8-12 13-3-0 6-6-4 21-0-0 7-9-0 28-10-4 7-10-4 36-7-4 7-9-0 40-2-2 3-6-14 44-0-8 3-10-6 45-0-8 1-0-0 4-9-154-1-154-11-10-8-00-7-00-8-04-9-157.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-1-8], [2:0-2-4,0-2-0], [8:0-6-0,0-2-8], [9:0-2-3,0-2-0], [16:0-8-0,0-5-4], [17:0-2-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.90 0.84 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.42 -0.86 0.21 (loc) 14-15 14-15 9 l/defl >999 >609 n/a L/d 240 180 n/a PLATES MT20 Weight: 428 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 8-10: 2x6 SPF No.2, 3-6: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-17,7-14,8-12,14-16,5-16: 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 (3-9-8 max.): 1-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=3159/0-3-8, 19=3232/0-3-8 Max Horz 19=-144(LC 3) Max Uplift 9=-821(LC 3), 19=-1098(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 18-19=-3232/1098, 1-18=-2920/1026, 1-2=-4854/1700, 2-4=-7758/2672, 4-5=-7684/2650, 5-7=-7963/2682, 7-8=-7202/2368, 8-9=-5342/1575 BOT CHORD 16-17=-1705/4854, 14-15=-185/559, 12-14=-2374/7202, 11-12=-1347/4529, 9-11=-1342/4503 WEBS 15-16=-107/391, 4-16=-369/198, 1-17=-1889/5532, 2-17=-2064/758, 2-16=-1124/3358, 5-14=-288/285, 7-14=-361/875, 7-12=-859/409, 8-12=-1183/3081, 8-11=-186/784, 14-16=-2511/7432, 5-16=-310/110 NOTES-(10-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=821, 19=1098. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). May 16,2019 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 B19901523 Truss TG06 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 FISCHER OBF-091 Job Reference (optional) I37106434 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 07:14:20 2019 Page 2 Builders First Source, mooresville,in ID:n8Wnz2rBhwratK5NpufH9syJI7W-9P06BQiogHGvt2lxpfHz?qQq6HPSjufuZsWvK0zG?BX NOTES-(10-13) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 lb down and 66 lb up at 0-6-8, 143 lb down and 70 lb up at 2-6-8, 143 lb down and 70 lb up at 4-6-8, 143 lb down and 70 lb up at 6-6-8, 143 lb down and 70 lb up at 8-6-8, 143 lb down and 70 lb up at 10-6-8, 143 lb down and 70 lb up at 12-6-8, 143 lb down and 70 lb up at 14-6-8, 143 lb down and 70 lb up at 16-6-8, 143 lb down and 70 lb up at 18-6-8, 143 lb down and 70 lb up at 20-6-8, 143 lb down and 70 lb up at 22-6-8, 143 lb down and 70 lb up at 24-6-8, 143 lb down and 70 lb up at 26-6-8, 143 lb down and 70 lb up at 28-6-8, 143 lb down and 70 lb up at 30-6-8, 143 lb down and 70 lb up at 32-6-8, 143 lb down and 70 lb up at 34-6-8, 143 lb down and 70 lb up at 36-6-8, and 143 lb down and 55 lb up at 38-6-8, and 227 lb down and 81 lb up at 40-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-54, 8-10=-54, 16-18=-20, 9-15=-20 Concentrated Loads (lb) Vert: 17=-143 11=-143 20=-149 21=-143 22=-143 23=-143 24=-143 25=-143 26=-143 27=-143 28=-143 29=-143 30=-143 31=-143 32=-143 33=-143 34=-143 35=-143 36=-143 37=-143 38=-227 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