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HomeMy WebLinkAboutTLR-019 Seal Truss DrawingsRe: 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). Liu, Xuegang Pages or sheets covered by this seal: I33868009 thru I33868055 My license renewal date for the state of Indiana is July 31, 2018. B18802024 Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: FISCHER TLR-019 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. July 3,2018 Job B18802024 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868009 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:38 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-tsW0d3MDfdFfchDDgKL?ySI39_OltNZoto_u71z?tH3 Scale = 1:9.3 1 2 3 4 6 5 3x4 2x4 2x4 2-9-6 2-9-6 2-9-12 0-0-6 -1-5-0 1-5-0 2-9-12 2-9-12 0- 4 - 0 0- 1 1 - 1 5 2.83 12 Plate Offsets (X,Y)-- [2:0-4-5,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) 0.16 0.06 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2-6 2-6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 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 2-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=204/0-4-9, 6=67/Mechanical Max Horz 2=34(LC 4) Max Uplift2=-85(LC 4) Max Grav 2=204(LC 1), 6=70(LC 2) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 2. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868010 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:39 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-L24OqPNrQxNWEroPE1sEVgqCwNkDcqqy5RjRfTz?tH2 Scale = 1:18.2 1 2 3 4 7 6 5 2x4 3x4 2x4 2x4 2-2-7 2-2-1 2-2-13 0-0-6 -1-10-10 1-10-10 2-2-13 2-2-13 1- 1 - 5 2- 5 - 2 7.07 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) 0.29 0.05 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 7 6-7 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 2-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=238/0-4-3, 6=17/Mechanical Max Horz 7=103(LC 6) Max Uplift7=-78(LC 6), 6=-18(LC 7) Max Grav 7=238(LC 1), 6=48(LC 2) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 7 and 18 lb uplift at joint 6. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868011 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:39 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-L24OqPNrQxNWEroPE1sEVgqCwNkDcqqy5RjRfTz?tH2 Scale = 1:18.2 1 2 3 4 7 6 52x4 3x4 2x4 2x4 2-2-7 2-2-7 2-2-13 0-0-6 -1-10-10 1-10-10 2-2-13 2-2-13 1- 1 - 5 2- 5 - 2 7.07 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) 0.29 0.05 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 7 6-7 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 2-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=238/0-4-9, 6=17/Mechanical Max Horz 7=103(LC 6) Max Uplift7=-78(LC 6), 6=-18(LC 7) Max Grav 7=238(LC 1), 6=48(LC 2) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 7 and 18 lb uplift at joint 6. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868012 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:40 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-qEem2lNTBFVNs?NbolNT1tNOfn4bLHC5K5T_Cwz?tH1 Scale = 1:14.8 1 2 3 4 7 6 8 9 53x8 2x4 2x4 2-0-0 1-11-9 -1-7-3 1-7-3 2-0-0 2-0-0 0- 1 0 - 0 1- 7 - 1 4 1- 1 0 - 8 6.25 12 Plate Offsets (X,Y)-- [7:0-4-8,0-1-8] 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) 0.22 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 7=189/0-4-11, 5=7/Mechanical Max Horz 7=58(LC 4) Max Uplift7=-66(LC 5), 5=-15(LC 9) Max Grav 7=189(LC 1), 5=33(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 7 and 15 lb uplift at joint 5. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 89 lb up at 0-8-5 on top chord, and 3 lb down and 9 lb up at 0-8-5 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: 1-2=-54, 2-3=-54, 3-4=-14, 5-7=-20 Concentrated Loads (lb) Vert: 8=24(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss CG05 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868013 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:40 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-qEem2lNTBFVNs?NbolNT1tNOfn4bLHC5K5T_Cwz?tH1 Scale = 1:14.8 1 2 3 4 7 6 8 9 53x8 2x4 2x4 2-0-0 1-11-9 -1-7-3 1-7-3 2-0-0 2-0-0 0- 1 0 - 0 1- 7 - 1 4 1- 1 0 - 8 6.25 12 Plate Offsets (X,Y)-- [7:0-4-8,0-1-8] 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) 0.22 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 7=189/0-4-11, 5=7/Mechanical Max Horz 7=58(LC 4) Max Uplift7=-66(LC 5), 5=-15(LC 9) Max Grav 7=189(LC 1), 5=33(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 7 and 15 lb uplift at joint 5. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 89 lb up at 0-8-5 on top chord, and 3 lb down and 9 lb up at 0-8-5 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: 1-2=-54, 2-3=-54, 3-4=-14, 5-7=-20 Concentrated Loads (lb) Vert: 8=24(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss CG06 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868014 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:40 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-qEem2lNTBFVNs?NbolNT1tNOfn4cLHC5K5T_Cwz?tH1 Scale = 1:17.5 1 2 3 4 7 6 5 8 9 3x8 2x4 2x4 2-10-6 2-9-14 -1-7-3 1-7-3 2-10-6 2-10-6 0- 1 0 - 0 2- 1 - 5 2- 3 - 1 4 6.25 12 Plate Offsets (X,Y)-- [7:0-4-8,0-1-8] 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) 0.22 0.04 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 2-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 7=218/0-4-11, 6=65/Mechanical Max Horz 7=72(LC 4) Max Uplift7=-80(LC 5), 6=-27(LC 4) Max Grav 7=218(LC 1), 6=74(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 7 and 27 lb uplift at joint 6. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down and 26 lb up at 2-2-5 on top chord, and 3 lb down and 2 lb up at 2-2-5 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: 1-2=-54, 2-3=-54, 3-4=-14, 5-7=-20 Concentrated Loads (lb) Vert: 9=2(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss CG07 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868015 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:41 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-IRC8F5O5yYdET8ynLSuia5wYPBQr4kSFZlCYkMz?tH0 Scale = 1:17.5 1 2 3 4 7 6 5 8 9 3x8 2x4 2x4 2-10-6 2-9-15 -1-7-3 1-7-3 2-10-6 2-10-6 0- 1 0 - 0 2- 1 - 5 2- 3 - 1 5 6.25 12 Plate Offsets (X,Y)-- [7:0-4-8,0-1-8] 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) 0.22 0.04 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 2-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 7=218/0-4-11, 6=65/Mechanical Max Horz 7=72(LC 4) Max Uplift7=-80(LC 5), 6=-27(LC 4) Max Grav 7=218(LC 1), 6=74(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 7 and 27 lb uplift at joint 6. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down and 26 lb up at 2-2-5 on top chord, and 3 lb down and 2 lb up at 2-2-5 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: 1-2=-54, 2-3=-54, 3-4=-14, 5-7=-20 Concentrated Loads (lb) Vert: 9=2(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss GE01 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 09:41:42 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-gVGXkEpVewpQDKmH6UP01KX2GQvZ1ntEb8xw?ez?pRN Scale = 1:64.7 1 2 3 4 5 6 7 20 19 18 17 16 1514 13 12 10 9 8 48 11 49 50 4x6 3x4 3x6 3x6 3x6 3x6 3x6 3x4 3x6 3x8 3- 9 - 0 2- 6 - 0 6- 2 - 3 8-2-0 1-8-0 6- 3 - 0 7-1-3 7-1-3 9-7-12 2-6-9 13-11-13 4-4-2 21-1-0 7-1-3 -1-4-0 1-4-0 5-4-8 5-4-8 10-6-8 5-2-0 15-8-8 5-2-0 21-1-0 5-4-8 22-5-0 1-4-0 1- 1 - 5 9- 1 0 - 1 2 1- 1 - 5 10.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [4:0-1-4,0-1-8], [21:0-1-12,0-1-0], [23:0-3-11,0-1-4], [28:0-1-1,0-1-8] 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) 0.66 0.31 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.01 (loc) 8-9 8-9 8 l/defl >999 >878 n/a L/d 240 180 n/a PLATES MT20 Weight: 164 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-9,3-14,2-20,6-8,12-21: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-14 REACTIONS.All bearings 9-9-8 except (jt=length) 8=0-3-8, 11=0-3-8. (lb) - Max Horz 20=236(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 14, 12, 19 except 8=-129(LC 7), 20=-114(LC 7) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 13, 15, 16, 17, 18, 19, 11 except 8=585(LC 1), 14=810(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-385/236, 5-6=-484/140, 6-8=-483/184 BOT CHORD 9-49=0/294, 49-50=0/294, 8-50=0/294 WEBS 4-9=-127/420, 4-14=-595/0, 3-14=-258/209 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.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.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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 12, 19 except (jt=lb) 8=129, 20=114. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss GE02 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868017 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:43 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-EpJvgnQMUAtxjS6ATtxAfW?uJ?5pYdzX03hfoFz?tH_ Scale = 1:46.8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-7-0 11-7-0 -1-4-0 1-4-0 5-9-8 5-9-8 11-7-0 5-9-8 12-11-0 1-4-0 1- 1 - 5 5- 1 1 - 4 1- 1 - 5 10.00 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) 0.20 0.07 0.13 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: 60 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 11-7-0. (lb) - Max Horz 20=-144(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 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-(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) 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) 20, 12, 17, 18, 19, 15, 14, 13. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss GE03 Truss Type Monopitch Truss Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868018 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:43 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-EpJvgnQMUAtxjS6ATtxAfW?wz?5WYexX03hfoFz?tH_ Scale = 1:11.3 1 2 3 4 2x4 2x4 2x4 -1-0-0 1-0-0 2-11-8 2-11-8 0- 4 - 0 1- 3 - 1 3 4.00 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) 0.09 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 9 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 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=94/2-11-8, 2=168/2-11-8 Max Horz 2=38(LC 5) Max Uplift4=-10(LC 6), 2=-54(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss J01 Truss Type Jack-Closed Truss Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868019 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:43 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-EpJvgnQMUAtxjS6ATtxAfW?ua?4RYexX03hfoFz?tH_ Scale = 1:10.3 1 2 3 4 56 3x4 2x4 3x4 3x4 2-0-6 2-0-6 4-0-6 2-0-0 -1-0-0 1-0-0 2-0-6 2-0-6 4-0-6 2-0-0 0- 4 - 0 1- 0 - 2 0- 8 - 1 0 0- 3 - 8 1- 0 - 2 4.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-13], [4:0-1-12,0-1-0], [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) 0.25 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 2-5 2-5 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 4-0-6 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) 5=164/0-1-8, 2=245/0-3-8 Max Horz 2=29(LC 10) Max Uplift5=-25(LC 4), 2=-75(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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) 5, 2. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 20 lb up at 2-0-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) 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, 3-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 6=-71(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss J02 Truss Type Jack-Closed Truss Qty 5 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868020 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:44 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-i0tHt6R_FT?oKchM1bSPBjY4POPjH5BhFjRCKhz?tGz Scale = 1:13.4 1 2 3 4 2x4 2x4 2x4 -1-0-0 1-0-0 4-0-6 4-0-6 0- 4 - 0 1- 8 - 2 1- 4 - 1 0 0- 3 - 8 1- 8 - 2 4.00 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) 0.18 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=210/0-3-8, 4=129/0-1-8 Max Horz 2=50(LC 5) Max Uplift2=-63(LC 4), 4=-17(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss J03 Truss Type Jack-Closed Truss Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868021 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:44 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-i0tHt6R_FT?oKchM1bSPBjY3mOPsH5BhFjRCKhz?tGz Scale = 1:9.4 1 2 3 43x4 2-0-6 2-0-6 -1-0-0 1-0-0 2-0-6 2-0-6 0- 4 - 0 1- 0 - 2 4.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8] 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) 0.22 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2-4 2-4 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=149/0-3-8, 4=51/Mechanical Max Horz 2=44(LC 4) Max Uplift2=-68(LC 4), 4=-15(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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss J05 Truss Type Jack-Closed Truss Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868022 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:45 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-ACRf5SRc0n7fymGZaIzekx4E6omh0YRqUNAls7z?tGy Scale = 1:18.3 1 2 3 4 6 57 2x4 3x4 3x4 2x4 2x4 1-7-8 1-7-8 3-7-8 2-0-0 -1-4-0 1-4-0 1-7-8 1-7-8 3-7-8 2-0-0 1- 1 - 5 2- 5 - 9 2- 2 - 1 0- 3 - 8 2- 5 - 9 10.00 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) 0.24 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -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: 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=217/0-3-8, 5=102/0-1-8 Max Horz 6=81(LC 4) Max Uplift6=-114(LC 5), 5=-75(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 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) 5 except (jt=lb) 6=114. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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) 24 lb down and 93 lb up at 1-7-8 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=8(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss J06 Truss Type Jack-Closed Truss Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868023 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:45 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-ACRf5SRc0n7fymGZaIzekx4E3omU0YRqUNAls7z?tGy Scale = 1:18.3 1 2 3 4 6 57 2x4 3x4 3x4 2x4 2x4 1-7-8 1-7-8 3-7-8 2-0-0 -1-4-0 1-4-0 1-7-8 1-7-8 3-7-8 2-0-0 1- 1 - 5 2- 5 - 9 2- 2 - 1 0- 3 - 8 2- 5 - 9 10.00 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) 0.25 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -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: 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=232/0-3-8, 5=114/0-1-8 Max Horz 6=81(LC 4) Max Uplift6=-120(LC 5), 5=-80(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 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) 5 except (jt=lb) 6=120. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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) 27 lb down and 104 lb up at 1-7-8 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=-20(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss J07 Truss Type Jack-Closed Truss Qty 8 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868024 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:45 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-ACRf5SRc0n7fymGZaIzekx4EGom80YRqUNAls7z?tGy Scale = 1:28.6 1 2 3 5 4 2x4 3x4 2x4 2x4 3-7-8 3-7-8 -1-4-0 1-4-0 3-7-8 3-7-8 1- 1 - 5 4- 1 - 9 3- 1 0 - 1 0- 3 - 8 4- 1 - 9 10.00 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) 0.23 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -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: 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 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=221/0-3-8, 4=106/0-1-8 Max Horz 5=126(LC 5) Max Uplift5=-47(LC 6), 4=-56(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 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss J08 Truss Type Jack-Closed Truss Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868025 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:46 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-eO?1IoSEn5GWawrl80UtH8dKPC4ll?h_i1wJOZz?tGx Scale = 1:18.5 1 2 3 5 43x8 1-11-8 1-11-8 -1-0-0 1-0-0 1-11-8 1-11-8 0- 1 0 - 0 2- 5 - 9 10.00 12 Plate Offsets (X,Y)-- [5:0-4-12,0-1-8] 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) 0.53 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.00 (loc) 4-5 4-5 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=148/0-3-8, 4=48/Mechanical Max Horz 5=97(LC 6) Max Uplift5=-22(LC 6), 4=-60(LC 6) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss J09 Truss Type Jack-Closed Truss Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868026 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:46 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-eO?1IoSEn5GWawrl80UtH8dNuC5?l?h_i1wJOZz?tGx Scale = 1:18.5 1 2 3 5 4 3x4 2x4 1-7-8 1-7-8 -1-4-0 1-4-0 1-7-8 1-7-8 1- 1 - 5 2- 5 - 9 10.00 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) 0.37 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 5 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 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=15/Mechanical Max Horz 5=93(LC 6) Max Uplift5=-33(LC 6), 4=-52(LC 6) Max Grav 5=174(LC 1), 4=29(LC 2) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss J10 Truss Type Jack-Closed Truss Qty 2 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868027 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:46 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-eO?1IoSEn5GWawrl80UtH8dPCC6wl?h_i1wJOZz?tGx Scale = 1:14.7 1 2 3 4 6 57 8 3x8 3x4 2x4 2x4 1-3-3 1-3-3 4-5-10 3-2-7 -1-0-0 1-0-0 1-3-3 1-3-3 4-5-10 3-2-7 0- 1 0 - 0 1- 9 - 7 1- 1 0 - 1 1 1- 5 - 1 5 0- 3 - 8 1- 9 - 7 10.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-0-2], [6:0-4-12,0-1-8] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 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 4-5-10 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=219/0-3-8, 5=143/0-1-8 Max Horz 6=57(LC 4) Max Uplift6=-66(LC 5), 5=-33(LC 4) Max Grav 6=219(LC 1), 5=143(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 25 lb down and 28 lb up at 1-3-3, and 3 lb down and 3 lb up at 2-6-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) 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=6(F) 8=3(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss J11 Truss Type Jack-Closed Truss Qty 2 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868028 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:47 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-6bZQW8TsYOONB3Pxij?6pMAZMcSDUSx7xhfsw0z?tGw Scale = 1:22.8 1 2 3 4 6 5 3x8 3x4 2x4 2x4 2-10-6 2-10-6 4-5-10 1-7-4 -1-0-0 1-0-0 2-10-6 2-10-6 4-5-10 1-7-4 0- 1 0 - 0 3- 0 - 1 4 3- 2 - 1 1 2- 9 - 6 0- 3 - 8 3- 0 - 1 4 10.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [6:0-4-12,0-1-8] 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) 0.26 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 5-6 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 4-5-10 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=225/0-3-8, 5=146/0-1-8 Max Horz 6=95(LC 5) Max Uplift6=-50(LC 6), 5=-37(LC 5) 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) 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss J12 Truss Type Jack-Closed Truss Qty 11 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868029 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:47 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-6bZQW8TsYOONB3Pxij?6pMAbPcS7USx7xhfsw0z?tGw Scale = 1:31.0 1 2 3 5 43x8 3x4 2x4 -1-0-0 1-0-0 4-5-10 4-5-10 0- 1 0 - 0 4- 6 - 1 1 4- 3 - 3 0- 3 - 8 4- 6 - 1 1 10.00 12 Plate Offsets (X,Y)-- [5:0-4-12,0-1-8] 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) 0.19 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=225/0-3-8, 4=146/0-1-8 Max Horz 5=135(LC 5) Max Uplift5=-36(LC 6), 4=-54(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 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss J13 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868030 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:47 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-6bZQW8TsYOONB3Pxij?6pMAcncTSUSx7xhfsw0z?tGw Scale = 1:11.1 1 2 5 3 4 3x6 0-10-11 0-10-11 -1-0-0 1-0-0 0-10-11 0-10-11 0- 8 - 0 1- 3 - 2 0- 9 - 1 5 1- 3 - 2 8.00 12 Plate Offsets (X,Y)-- [5:0-3-8,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 4 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 0-10-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=137/0-3-8, 3=-16/Mechanical, 4=-5/Mechanical Max Horz 5=55(LC 6) Max Uplift5=-56(LC 6), 3=-16(LC 1), 4=-5(LC 1) Max Grav 5=137(LC 1), 3=9(LC 4), 4=11(LC 2) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss J14 Truss Type Jack-Closed Truss Qty 2 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868031 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:48 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-bn7ojUUUIiWEpD_8GQWLMZinZ0peDvBHALPPTSz?tGv Scale = 1:14.9 1 2 4 6 3 53x6 1-10-0 1-10-0 -1-0-0 1-0-0 1-10-0 1-10-0 0- 8 - 0 1- 1 0 - 1 1 8.00 12 Plate Offsets (X,Y)-- [6:0-3-8,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 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 1-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=144/0-3-8, 5=12/Mechanical, 3=29/Mechanical Max Horz 6=62(LC 6) Max Uplift6=-39(LC 6), 3=-24(LC 6) Max Grav 6=144(LC 1), 5=30(LC 2), 3=29(LC 1) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss J15 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868032 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:48 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-bn7ojUUUIiWEpD_8GQWLMZinX0phDvBHALPPTSz?tGv Scale = 1:11.1 1 2 5 3 4 3x6 0-10-11 0-10-11 -1-0-0 1-0-0 0-10-11 0-10-11 0- 8 - 0 1- 3 - 2 0- 9 - 1 5 1- 3 - 2 8.00 12 Plate Offsets (X,Y)-- [5:0-3-8,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 4 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 0-10-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=137/0-3-8, 3=-16/Mechanical, 4=-5/Mechanical Max Horz 5=55(LC 6) Max Uplift5=-56(LC 6), 3=-16(LC 1), 4=-5(LC 1) Max Grav 5=137(LC 1), 3=9(LC 4), 4=11(LC 2) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss J16 Truss Type Jack-Closed Truss Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868033 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:49 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-3zhAxqU630e5RNZKp81aunFvlP9QyLkQP?8z?uz?tGu Scale = 1:17.5 1 2 3 4 5 9 8 7 6 3x8 4x6 2x4 2x4 2x4 2x4 2-2-0 2-2-0 3-4-14 1-2-14 -1-0-0 1-0-0 1-9-11 1-9-11 2-2-0 0-4-5 3-4-14 1-2-14 0- 1 0 - 0 2- 4 - 1 1- 8 - 1 0- 1 1 - 8 0- 8 - 0 2- 4 - 1 10.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-4], [9:0-4-12,0-1-8] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.04 0.02 (loc) 8 8 6 l/defl >999 >988 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 3-4-14 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=204/0-3-8, 6=128/0-1-8 Max Horz 9=95(LC 5) Max Uplift9=-55(LC 5), 6=-50(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 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) 6 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) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 42 lb up at 2-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) 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, 3-5=-54, 8-9=-20, 6-7=-20 Concentrated Loads (lb) Vert: 8=-39(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss J17 Truss Type Jack-Closed Truss Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868034 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:49 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-3zhAxqU630e5RNZKp81aunFxlP8wyLQQP?8z?uz?tGu Scale = 1:17.5 1 2 3 4 6 57 3x8 3x4 2x4 2x4 1-9-11 1-9-11 3-4-14 1-7-3 -1-0-0 1-0-0 1-9-11 1-9-11 3-4-14 1-7-3 0- 1 0 - 0 2- 4 - 1 2- 0 - 9 0- 3 - 8 2- 4 - 1 10.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-13], [6:0-4-12,0-1-8] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -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: 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 3-4-14 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=207/0-3-8, 5=125/0-1-8 Max Horz 6=73(LC 4) Max Uplift6=-69(LC 5), 5=-53(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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) 40 lb down and 42 lb up at 1-9-11 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=-40(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss J18 Truss Type Jack-Closed Truss Qty 5 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868035 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:49 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-3zhAxqU630e5RNZKp81aunFx7P87yLwQP?8z?uz?tGu Scale = 1:25.8 1 2 3 4 8 7 6 5 3x8 2x4 2x4 2x4 2x4 2x4 2-2-0 2-2-0 3-4-14 1-2-14 -1-0-0 1-0-0 2-2-0 2-2-0 3-4-14 1-2-14 0- 1 0 - 0 3- 8 - 1 3- 0 - 1 0- 1 1 - 8 0- 8 - 0 10.00 12 Plate Offsets (X,Y)-- [8:0-4-12,0-1-8] 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) 0.18 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 -0.01 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=188/0-3-8, 5=104/0-1-8 Max Horz 8=131(LC 6) Max Uplift8=-11(LC 6), 5=-61(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) 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) 8, 5. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss J19 Truss Type Jack-Closed Truss Qty 8 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868036 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:50 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-XAFY8AVlqJmy2X8WNrZpR_o6cpVZhogZdfuWXLz?tGt Scale = 1:25.8 1 2 3 5 4 3x8 2x4 2x4 3-4-14 3-4-14 -1-0-0 1-0-0 3-4-14 3-4-14 0- 1 0 - 0 3- 8 - 1 3- 4 - 9 0- 3 - 8 3- 8 - 1 10.00 12 Plate Offsets (X,Y)-- [5:0-4-12,0-1-8] 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) 0.13 0.06 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: 14 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 3-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=188/0-3-8, 4=104/0-1-8 Max Horz 5=109(LC 5) Max Uplift5=-37(LC 6), 4=-45(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 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss J20 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868037 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:50 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-XAFY8AVlqJmy2X8WNrZpR_o7ypV0hogZdfuWXLz?tGt Scale = 1:15.8 1 2 5 3 4 3x6 2-0-12 2-0-12 -1-0-0 1-0-0 2-0-12 2-0-12 0- 8 - 0 2- 0 - 8 1- 7 - 5 2- 0 - 8 8.00 12 Plate Offsets (X,Y)-- [5:0-3-8,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=150/0-3-8, 3=35/Mechanical, 4=15/Mechanical Max Horz 5=78(LC 6) Max Uplift5=-38(LC 6), 3=-26(LC 6) Max Grav 5=150(LC 1), 3=35(LC 1), 4=34(LC 2) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss J21 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868038 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:50 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-XAFY8AVlqJmy2X8WNrZpR_o7ypV0hogZdfuWXLz?tGt Scale = 1:15.8 1 2 5 3 4 3x6 2-0-12 2-0-12 -1-0-0 1-0-0 2-0-12 2-0-12 0- 8 - 0 2- 0 - 8 1- 7 - 5 2- 0 - 8 8.00 12 Plate Offsets (X,Y)-- [5:0-3-8,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=150/0-3-8, 3=35/Mechanical, 4=15/Mechanical Max Horz 5=78(LC 6) Max Uplift5=-38(LC 6), 3=-26(LC 6) Max Grav 5=150(LC 1), 3=35(LC 1), 4=34(LC 2) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss T01 Truss Type COMMON TRUSS Qty 2 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868039 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:51 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-?MowLWWNbdupghjixZ42_CKDpDgqQA_jsJd44nz?tGs Scale = 1:85.1 12 3 4 5 6 7 8 9 1011 14 13 1223 24 25 26 27 28 3x6 4x8 3x6 6x8 3x4 3x12 4x6 2x4 4x6 2x4 6x8 3x4 10-7-8 10-7-8 21-0-8 10-5-0 31-8-0 10-7-8 -1-0-0 1-0-0 8-0-4 8-0-4 15-10-0 7-9-12 23-7-12 7-9-12 31-8-0 8-0-4 32-8-0 1-0-0 0- 8 - 0 11 - 2 - 1 1 0- 8 - 0 8.00 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-S) 0.42 0.70 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -0.61 0.05 (loc) 12-14 12-14 10 l/defl >956 >619 n/a L/d 240 180 n/a PLATES MT20 Weight: 124 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 8-12,4-14: 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. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 2=1501/0-3-8, 10=1501/0-3-8 Max Horz 2=-248(LC 4) Max Uplift2=-146(LC 6), 10=-146(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1057/0, 3-4=-2053/238, 4-5=-1899/276, 5-6=-1775/309, 6-7=-1775/309, 7-8=-1899/276, 8-9=-2053/238, 9-10=-1057/0 BOT CHORD 2-23=-145/1633, 23-24=-145/1633, 14-24=-145/1633, 14-25=0/1103, 13-25=0/1103, 13-26=0/1103, 12-26=0/1103, 12-27=-75/1633, 27-28=-75/1633, 10-28=-75/1633 WEBS 6-12=-121/892, 8-12=-384/254, 6-14=-121/892, 4-14=-384/254 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=146, 10=146. 6) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss T01A Truss Type COMMON TRUSS Qty 11 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868040 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:52 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-TYMJZrX?Mx0gIrIvVGbHWPtOUd0_9dCs5zNdcDz?tGr Scale = 1:85.1 12 3 4 5 6 7 8 9 10 13 12 1122 23 24 25 26 27 3x6 4x8 3x6 3x12 6x8 3x4 4x6 2x4 4x6 2x4 6x8 3x4 10-7-8 10-7-8 15-10-0 5-2-8 21-0-8 5-2-8 31-8-0 10-7-8 -1-0-0 1-0-0 8-0-4 8-0-4 15-10-0 7-9-12 23-7-12 7-9-12 31-8-0 8-0-4 0- 8 - 0 11 - 2 - 1 1 0- 8 - 0 8.00 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-S) 0.43 0.70 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.39 -0.61 0.05 (loc) 11-13 11-13 10 l/defl >963 >623 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 8-11,4-13: 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. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 10=1446/Mechanical, 2=1502/0-3-8 Max Horz 2=256(LC 5) Max Uplift10=-111(LC 7), 2=-146(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1059/0, 3-4=-2054/239, 4-5=-1900/277, 5-6=-1776/310, 6-7=-1779/311, 7-8=-1903/278, 8-9=-2057/241, 9-10=-1102/0 BOT CHORD 2-22=-157/1634, 22-23=-157/1634, 13-23=-157/1634, 13-24=0/1104, 12-24=0/1104, 12-25=0/1104, 11-25=0/1104, 11-26=-108/1637, 26-27=-108/1637, 10-27=-108/1637 WEBS 6-11=-124/896, 8-11=-387/256, 6-13=-121/892, 4-13=-384/254 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=111, 2=146. 7) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss T01B Truss Type HIP TRUSS Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868041 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:52 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-TYMJZrX?Mx0gIrIvVGbHWPtPxdxL9eps5zNdcDz?tGr Scale = 1:74.5 1 2 3 4 5 6 7 8 9 10 1112 15 14 1324 25 26 27 28 29 3x6 4x6 4x6 3x6 3x16 MT18HS 6x8 3x4 3x8 2x4 3x6 2x4 6x8 3x4 10-7-8 10-7-8 21-0-8 10-5-0 31-8-0 10-7-8 -1-0-0 1-0-0 6-9-4 6-9-4 13-4-1 6-6-12 18-3-15 4-11-15 24-10-12 6-6-12 31-8-0 6-9-4 32-8-0 1-0-0 0- 8 - 0 9- 4 - 1 2 9- 6 - 1 1 0- 8 - 0 9- 4 - 1 2 8.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-1-12], [7:0-3-0,0-1-0] 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-S) 0.33 1.00 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.50 -0.78 0.08 (loc) 13-15 13-15 11 l/defl >764 >489 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 131 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-15,9-13: 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, except 2-0-0 oc purlins (5-2-13 max.): 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-15 REACTIONS.(lb/size) 11=1440/0-3-8, 2=1424/0-3-8 Max Horz 2=207(LC 5) Max Uplift11=-139(LC 7), 2=-139(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1009/0, 3-4=-1951/256, 4-5=-1756/255, 5-6=-1639/269, 6-7=-1202/265, 7-8=-1668/268, 8-9=-1785/254, 9-10=-1982/256, 10-11=-1017/0 BOT CHORD 2-24=-138/1557, 24-25=-138/1557, 15-25=-138/1557, 15-26=0/1219, 14-26=0/1219, 14-27=0/1219, 13-27=0/1219, 13-28=-102/1582, 28-29=-102/1582, 11-29=-102/1582 WEBS 4-15=-286/207, 6-15=-19/624, 7-13=-37/671, 9-13=-284/207 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=139, 2=139. 8) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss T01C Truss Type HIP TRUSS Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868042 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:53 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-xkwhmBXd7E8Xw_t52_6W3dPZL1N7u5V0Jd6A8fz?tGq Scale = 1:64.7 1 2 3 4 5 6 7 8 9 10 11 14 13 1223 24 4x6 4x6 6x8 3x4 3x16 MT18HS3x8 2x4 3x4 3x8 2x4 6x8 3x4 10-10-0 10-10-0 20-9-15 9-11-15 31-8-0 10-10-1 -1-0-0 1-0-0 5-6-4 5-6-4 10-10-0 5-3-12 15-10-0 5-0-0 20-9-15 5-0-0 26-1-12 5-3-12 31-8-0 5-6-4 32-8-0 1-0-0 0- 8 - 0 7- 8 - 1 2 7- 1 0 - 1 1 0- 8 - 0 7- 8 - 1 2 8.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-12], [7:0-3-0,0-1-12] 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-S) 0.42 0.58 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.48 -0.70 0.07 (loc) 12-14 12-14 10 l/defl >791 >544 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 130 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 6-14,6-12: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-0-8 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-14, 6-12 REACTIONS.(lb/size) 2=1321/0-3-8, 10=1321/0-3-8 Max Horz 2=168(LC 5) Max Uplift2=-128(LC 6), 10=-128(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1038/0, 3-4=-1835/272, 4-5=-1639/248, 5-6=-1299/248, 6-7=-1299/248, 7-8=-1639/248, 8-9=-1835/272, 9-10=-1038/0 BOT CHORD 2-14=-173/1462, 14-23=-113/1400, 13-23=-113/1400, 13-24=-113/1400, 12-24=-113/1400, 10-12=-124/1462 WEBS 5-14=-16/577, 6-14=-279/178, 6-12=-279/178, 7-12=-16/577 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=128, 10=128. 8) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss T01D Truss Type HIP TRUSS Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868043 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:53 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-xkwhmBXd7E8Xw_t52_6W3dPXN1Nhu3A0Jd6A8fz?tGq Scale = 1:57.6 1 2 3 4 5 6 7 8 9 10 11 14 13 122324 4x8 4x8 5x8 3x4 3x6 2x4 5x8 2x4 3x6 2x4 5x8 3x4 8-4-1 8-4-1 15-10-0 7-5-15 23-3-15 7-5-15 31-8-0 8-4-1 -1-0-0 1-0-0 4-3-4 4-3-4 8-4-1 4-0-12 15-10-0 7-5-15 23-3-15 7-5-15 27-4-12 4-0-12 31-8-0 4-3-4 32-8-0 1-0-0 0- 8 - 0 6- 0 - 1 2 6- 2 - 1 1 0- 8 - 0 6- 0 - 1 2 8.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [5:0-4-0,0-1-0], [7:0-4-0,0-1-0], [10:0-3-13,Edge], [13:0-4-0,0-3-0] 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-S) 0.54 0.61 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.31 0.09 (loc) 12-13 12-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 129 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-13,7-13: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-9-7 max.): 5-7. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 2=1328/0-3-8, 10=1328/0-3-8 Max Horz 2=-130(LC 4) Max Uplift2=-115(LC 6), 10=-115(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-790/0, 3-4=-1848/268, 4-5=-1724/259, 5-6=-1848/323, 6-7=-1848/323, 7-8=-1724/259, 8-9=-1848/268, 9-10=-790/0 BOT CHORD 2-14=-216/1469, 14-23=-185/1418, 13-23=-185/1418, 13-24=-85/1418, 12-24=-85/1418, 10-12=-132/1469 WEBS 5-14=0/314, 5-13=-186/616, 6-13=-473/240, 7-13=-186/616, 7-12=0/314 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=115, 10=115. 7) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss T02 Truss Type SPECIAL TRUSS Qty 2 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868044 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:54 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-PxU3_XYFuYGOX8SHchdlbqykJQg2dOf9YHskg6z?tGp Scale = 1:99.9 12 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 1226 27 3x6 4x6 3x6 8x8 2x4 3x6 2x4 3x6 5x8 3x4 4x6 3x4 5x6 5x8 3x4 4x8 2x4 2x4 11-6-8 2-2-0 2-2-0 9-0-0 6-10-0 15-8-12 6-8-12 23-7-12 7-11-0 31-8-0 8-0-4 -1-0-0 1-0-0 2-2-0 2-2-0 9-0-0 6-10-0 15-10-0 6-10-0 23-7-12 7-9-12 31-8-0 8-0-4 32-8-0 1-0-0 0- 8 - 0 11 - 2 - 1 1 0- 8 - 0 8.00 12 Plate Offsets (X,Y)-- [4:0-1-8,0-1-8], [8:0-1-8,0-1-8], [10:0-3-13,Edge], [12:0-3-0,0-2-4], [16:0-2-4,0-2-12], [18:0-2-4,Edge], [20:Edge,0-3-8] 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-S) 0.40 0.79 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.36 0.15 (loc) 16-17 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 147 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-14,4-16,8-16,2-18: 2x4 SPF No.2 SLIDER Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-16, 8-16 REACTIONS.(lb/size) 20=1336/0-3-8, 10=1356/0-3-8 Max Horz 20=256(LC 5) Max Uplift20=-137(LC 6), 10=-135(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2615/299, 3-4=-1939/199, 4-5=-1348/202, 5-6=-1239/231, 6-7=-1221/223, 7-8=-1346/190, 8-9=-1846/202, 9-10=-815/0, 2-20=-1288/168 BOT CHORD 17-18=-349/2259, 17-26=-94/1539, 16-26=-94/1539, 12-27=-48/1458, 10-27=-48/1458 WEBS 3-18=0/299, 6-16=-95/995, 3-17=-727/257, 4-17=0/405, 4-16=-674/181, 12-16=-59/1371, 8-16=-561/202, 8-12=0/253, 2-18=-314/2020 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) The Fabrication Tolerance at joint 20 = 12% 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) 20=137, 10=135. 7) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss T02A Truss Type HIP TRUSS Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868045 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:54 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-PxU3_XYFuYGOX8SHchdlbqylEQf1dRq9YHskg6z?tGp Scale = 1:82.8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 1226 27 28 3x6 4x6 4x6 3x6 8x8 2x4 3x6 2x4 2x4 3x6 4x8 2x4 5x6 5x8 3x4 5x8 3x4 2x4 4x10 11-6-8 2-2-0 2-2-0 8-4-1 6-2-1 17-1-14 8-9-14 24-3-11 7-1-13 31-8-0 7-4-5 -1-0-0 1-0-0 2-2-0 2-2-0 8-4-1 6-2-1 14-6-2 6-2-1 17-1-14 2-7-13 24-3-11 7-1-13 31-8-0 7-4-5 0- 8 - 0 10 - 2 - 2 10 - 4 - 1 0- 8 - 0 10 - 2 - 2 8.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-1-0], [7:0-3-0,0-1-12], [9:0-1-8,0-1-8], [11:0-3-13,Edge], [12:0-3-0,0-2-4], [16:0-2-4,0-2-12], [18:0-4-4,Edge], [20:Edge,0-3-8] 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-S) 0.35 0.86 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.65 -1.01 0.14 (loc) 15 15 11 l/defl >586 >375 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-18: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 7-14,9-16,6-17,6-16,2-18: 2x4 SPF No.2 SLIDER Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-10-13 max.): 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 9-16, 6-16 REACTIONS.(lb/size) 20=1428/0-3-8, 11=1325/0-3-8 Max Horz 20=241(LC 5) Max Uplift20=-126(LC 6), 11=-87(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2795/285, 3-4=-2180/190, 4-5=-2183/316, 5-6=-2071/341, 6-7=-1281/223, 7-8=-1519/210, 8-9=-1640/192, 9-10=-1907/200, 10-11=-867/0, 2-20=-1379/168 BOT CHORD 17-18=-316/2413, 17-26=0/1233, 26-27=0/1233, 16-27=0/1233, 11-12=-83/1512 WEBS 3-18=-3/283, 14-16=0/320, 7-16=-13/568, 3-17=-675/236, 4-17=-355/245, 12-16=-98/1388, 9-16=-309/195, 6-17=-198/923, 6-16=-91/329, 2-18=-280/2152 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) The Fabrication Tolerance at joint 20 = 8% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 20=126. 8) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss T02B Truss Type HIP TRUSS Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868046 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:55 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-t72RBtZtfsOE9I1UAP8_82Vuaq_?MrlInxbHDYz?tGo Scale = 1:75.8 1 2 3 4 5 6 7 8 9 20 19 18 17 16 14 13 15 12 11 10 4x8 4x8 4x8 3x4 6x8 2x4 2x4 6x8 3x6 2x4 2x4 3x6 4x6 3x6 4x6 5x8 3x6 2x4 11-6-8 2-2-0 2-2-0 12-0-2 9-10-2 19-7-14 7-7-13 25-6-11 5-10-13 31-8-0 6-1-5 -1-0-0 1-0-0 2-2-0 2-2-0 7-1-1 4-11-1 12-0-2 4-11-1 19-7-14 7-7-13 25-6-11 5-10-13 31-8-0 6-1-5 0- 8 - 0 8- 6 - 2 8- 8 - 1 0- 8 - 0 8- 6 - 2 8.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-0], [6:0-4-0,0-1-9], [9:0-3-13,Edge], [10:0-3-0,0-1-8], [13:0-2-4,0-2-8], [14:0-2-12,0-1-8], [18:0-2-4,0-3-4], [20:0-5-12,0-2-12] 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-S) 0.50 0.94 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.95 0.14 (loc) 17-18 17-18 9 l/defl >999 >400 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 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* 6-12,5-13: 2x4 SPF No.2 SLIDER Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-6-13 max.): 5-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-13 REACTIONS.(lb/size) 9=1165/0-3-8, 20=1229/0-3-8 Max Horz 20=202(LC 5) Max Uplift9=-98(LC 7), 20=-138(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2250/307, 3-4=-2361/393, 4-5=-1482/259, 5-6=-1172/266, 6-7=-1472/265, 7-8=-1674/240, 8-9=-728/10, 2-20=-1188/197 BOT CHORD 17-18=-166/1430, 16-17=-90/1175, 14-16=-90/1175, 13-14=-90/1175, 9-10=-128/1326 WEBS 12-13=0/282, 6-13=0/450, 4-18=-158/664, 4-17=-330/192, 5-17=-1/511, 10-13=-138/1241, 2-18=-230/1658 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) The Fabrication Tolerance at joint 20 = 12% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 20=138. 8) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss T02C Truss Type HIP TRUSS Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868047 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:56 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-MJcpPDaWQ9W5nSbgk6gDhF13tEMO5MlS0bLrl_z?tGn Scale = 1:69.5 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 1125 4x8 4x6 8x8 2x4 3x6 2x4 2x4 2x4 3x6 4x6 5x8 6x8 3x4 4x8 2x4 4x8 2x4 11-6-8 2-2-0 2-2-0 9-6-2 7-4-2 15-8-12 6-2-10 22-1-14 6-5-2 31-8-0 9-6-2 -1-0-0 1-0-0 2-2-0 2-2-0 9-6-2 7-4-2 15-8-12 6-2-10 22-1-14 6-5-2 27-0-11 4-10-13 31-8-0 4-7-5 32-8-0 1-0-0 0- 8 - 0 6- 1 0 - 2 7- 0 - 1 0- 8 - 0 6- 1 0 - 2 8.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-0], [6:0-2-12,0-1-0], [11:0-4-0,0-1-8], [15:0-2-8,0-2-8], [17:0-2-4,Edge], [19:Edge,0-3-8] 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-S) 0.46 0.80 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.35 0.16 (loc) 15-16 16-17 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 143 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* 4-15,6-15,2-17: 2x4 SPF No.2 SLIDER Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-2-2 max.): 4-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-16 REACTIONS.(lb/size) 19=1311/0-3-8, 9=1268/0-3-8 Max Horz 19=156(LC 5) Max Uplift19=-113(LC 6), 9=-110(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2613/365, 3-4=-1874/221, 4-5=-1722/274, 5-6=-1724/278, 6-7=-1587/235, 7-8=-1744/254, 8-9=-950/0, 2-19=-1258/181 BOT CHORD 16-17=-357/2273, 16-25=-149/1470, 15-25=-149/1470, 9-11=-118/1395 WEBS 3-17=-0/308, 5-15=-397/209, 3-16=-802/305, 4-16=0/407, 4-15=-166/449, 11-15=-45/1189, 6-15=-165/676, 6-11=0/262, 2-17=-301/2051 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) The Fabrication Tolerance at joint 19 = 4% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=113, 9=110. 8) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss T02D Truss Type HIP TRUSS Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868048 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:56 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-MJcpPDaWQ9W5nSbgk6gDhF112EKz5LJS0bLrl_z?tGn Scale = 1:70.2 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 4x8 3x6 3x8 2x4 3x6 2x4 2x4 2x4 3x8 4x6 4x6 4x10 4x8 5x8 3x4 2x4 4x10 3x6 4x10 11-6-8 0-10-0 0-10-0 2-2-0 1-4-0 7-0-2 4-10-2 15-8-12 8-8-10 24-7-14 8-11-2 31-8-0 7-0-2 -1-0-0 1-0-0 0-10-0 0-10-0 2-2-0 1-4-0 7-0-2 4-10-2 15-8-12 8-8-10 24-7-14 8-11-2 31-8-0 7-0-2 32-8-0 1-0-0 0- 8 - 0 5- 2 - 2 5- 4 - 1 0- 8 - 0 5- 2 - 2 8.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-0], [8:0-4-0,0-1-0], [10:0-3-13,Edge], [16:0-3-12,0-2-0], [18:0-6-12,0-3-0], [20:0-2-8,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.58 0.96 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.75 0.17 (loc) 16-17 16-17 10 l/defl >999 >506 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 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 WEBS 2x4 SPF-S Stud *Except* 5-16,12-16,8-16: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 0-10-1, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-4-9 max.): 5-8. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 2=1247/0-3-8, 10=1244/0-3-8 Max Horz 2=-109(LC 4) Max Uplift2=-109(LC 5), 10=-111(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-839/102, 3-4=-2700/337, 4-5=-1958/240, 5-6=-2366/361, 6-7=-2367/366, 7-8=-2367/367, 8-9=-1733/227, 9-10=-670/53 BOT CHORD 2-20=-179/1025, 17-18=-380/2354, 16-17=-231/1601, 10-12=-92/1375 WEBS 4-18=-64/454, 14-16=0/269, 6-16=-569/291, 4-17=-758/191, 5-17=0/443, 5-16=-256/926, 12-16=-101/1247, 8-16=-293/1169, 8-12=0/273, 3-20=-624/112, 18-20=-203/1142, 3-18=-176/1177 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=109, 10=111. 7) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss T03 Truss Type Common Truss Qty 5 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868049 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:57 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-qWACcZb8BTeyOcAsHpBSDTaA?ehrqofbEF4OHRz?tGm Scale = 1:79.7 1 2 3 4 5 6 7 11 10 9 812 16 13 14 17 15 4x6 3x8 3x8 4x6 4x6 3x4 4x6 3x4 4x6 10-6-8 10-6-8 21-1-0 10-6-8 -1-4-0 1-4-0 5-4-8 5-4-8 10-6-8 5-2-0 15-8-8 5-2-0 21-1-0 5-4-8 22-5-0 1-4-0 1- 1 - 5 9- 1 0 - 1 2 1- 1 - 5 10.00 12 Plate Offsets (X,Y)-- [8:0-2-12,0-2-0], [11:0-2-12,0-2-0] 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) 0.70 0.79 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.58 0.03 (loc) 8-10 8-10 8 l/defl >999 >433 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 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* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=943/0-3-8, 11=943/0-3-8 Max Horz 11=236(LC 5) Max Uplift8=-116(LC 7), 11=-116(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-385/111, 3-4=-763/168, 4-5=-763/168, 5-6=-385/111, 2-11=-408/166, 6-8=-408/166 BOT CHORD 11-12=-85/633, 12-16=-85/633, 13-16=-85/633, 10-13=-85/633, 9-10=-7/633, 9-14=-7/633, 14-17=-7/633, 15-17=-7/633, 8-15=-7/633 WEBS 4-10=-99/588, 3-11=-575/58, 5-8=-575/57 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=116, 11=116. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss T04 Truss Type Common Truss Qty 2 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868050 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:57 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-qWACcZb8BTeyOcAsHpBSDTa9oei8qnrbEF4OHRz?tGm Scale = 1:79.7 1 2 3 4 5 6 10 9 8 711 12 13 14 4x6 3x4 3x6 3x8 4x6 4x6 4x6 3x4 5x6 20-9-0 20-9-0 21-1-0 0-4-0 -1-4-0 1-4-0 5-4-8 5-4-8 10-6-8 5-2-0 15-8-8 5-2-0 20-9-0 5-0-8 21-1-0 0-4-0 1- 1 - 5 9- 1 0 - 1 2 0- 3 - 8 10.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0], [10:0-2-12,0-2-0] 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) 0.71 0.77 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.59 0.02 (loc) 9-10 9-10 7 l/defl >999 >413 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=938/0-3-8, 7=853/0-3-8 Max Horz 10=254(LC 5) Max Uplift10=-116(LC 6), 7=-62(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-394/110, 3-4=-750/168, 4-5=-750/168, 5-6=-279/83, 2-10=-413/165 BOT CHORD 10-11=-105/624, 11-12=-105/624, 9-12=-105/624, 8-9=-26/605, 8-13=-26/605, 13-14=-26/605, 7-14=-26/605 WEBS 4-9=-100/572, 3-10=-553/59, 5-7=-657/79 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 10=116. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss T05 Truss Type Half Hip Truss Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868051 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:58 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-Iijapvbmynmp0ml3rXihmg7Q124DZKvlTvqxptz?tGl Scale = 1:54.6 1 2 3 4 5 8 7 6 4x6 3x4 3x6 3x4 3x6 4x6 4-0-6 4-0-6 12-1-0 8-0-10 12-1-8 0-0-8 -1-0-0 1-0-0 4-0-6 4-0-6 8-0-6 4-0-0 11-9-1 3-8-11 12-1-0 0-3-15 12-5-0 0-4-0 0- 4 - 0 1- 8 - 2 3- 8 - 1 0 7- 6 - 1 0 0- 3 - 8 4.00 12 6.13 12 12.35 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [4:0-3-0,0-1-12], [5:0-0-12,0-1-8], [7:0-2-8,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.59 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.35 0.01 (loc) 7-8 7-8 7 l/defl >999 >405 n/a L/d 240 180 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=437/Mechanical, 2=501/0-3-8 Max Horz 2=235(LC 5) Max Uplift7=-93(LC 6), 2=-108(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-987/93, 3-4=-1089/178 BOT CHORD 2-8=-90/893, 7-8=-51/320 WEBS 3-8=-351/143, 4-8=-104/792, 4-7=-411/174 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) 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 except (jt=lb) 2=108. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss TG01 Truss Type HIP TRUSS Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868052 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:58 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-Iijapvbmynmp0ml3rXihmg7Jg22uZDTlTvqxptz?tGl Scale = 1:58.2 1 2 3 4 5 6 7 8 9 12 11 1019 20 21 22 23 24 25 26 27 28 29 30 5x8 3x6 8x8 8x8 4x6 3x6 3x6 4x6 5x8 8x8 8-0-4 8-0-4 15-10-0 7-9-12 23-7-12 7-9-12 31-8-0 8-0-4 -1-0-0 1-0-0 5-10-0 5-10-0 12-6-0 6-8-0 19-2-0 6-8-0 25-10-0 6-8-0 31-8-0 5-10-0 32-8-0 1-0-0 0- 8 - 0 4- 5 - 9 4- 6 - 1 1 0- 8 - 0 4- 5 - 9 8.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-2-10], [3:0-4-0,0-1-9], [7:0-4-0,0-1-9], [8:0-1-4,0-2-10], [10:0-2-8,0-1-8], [11:0-4-0,0-4-8], [12:0-2-8,0-1-8] 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-M) 0.83 0.73 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.24 -0.48 0.10 (loc) 10-11 10-11 8 l/defl >999 >795 n/a L/d 240 180 n/a PLATES MT20 Weight: 146 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins, except 2-0-0 oc purlins (2-4-7 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-9-6 oc bracing. WEBS 1 Row at midpt 4-12, 6-10 REACTIONS.(lb/size) 2=2168/0-3-8, 8=2168/0-3-8 Max Horz 2=-92(LC 3) Max Uplift2=-609(LC 4), 8=-609(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3073/965, 3-4=-3224/1050, 4-5=-4273/1406, 5-6=-4273/1406, 6-7=-3224/1050, 7-8=-3073/965 BOT CHORD 2-19=-832/2501, 19-20=-832/2501, 20-21=-832/2501, 12-21=-832/2501, 12-22=-1349/4006, 22-23=-1349/4006, 23-24=-1349/4006, 11-24=-1349/4006, 11-25=-1317/4006, 25-26=-1317/4006, 26-27=-1317/4006, 10-27=-1317/4006, 10-28=-740/2501, 28-29=-740/2501, 29-30=-740/2501, 8-30=-740/2501 WEBS 3-12=-493/1546, 4-12=-1104/470, 4-11=-144/454, 6-11=-144/454, 6-10=-1104/470, 7-10=-493/1546 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) 2=609, 8=609. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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) 123 lb down and 47 lb up at 1-10-12, 126 lb down and 49 lb up at 3-10-12, 126 lb down and 66 lb up at 5-10-12, 126 lb down and 66 lb up at 7-10-12, 126 lb down and 66 lb up at 9-10-12, 126 lb down and 66 lb up at 11-10-12, 126 lb down and 66 lb up at 13-10-12, 126 lb down and 66 lb up at 15-10-0, 126 lb down and 66 lb up at 17-9-3, 126 lb down and 66 lb up at 19-9-3, 126 lb down and 66 lb up at 21-9-3, 126 lb down and 66 lb up at 23-9-3, 126 lb down and 66 lb up at 25-9-3, and 126 lb down and 49 lb up at 27-9-4, and 123 lb down and 47 lb up at 29-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 Continued on page 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss TG01 Truss Type HIP TRUSS Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868052 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:58 2018 Page 2 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-Iijapvbmynmp0ml3rXihmg7Jg22uZDTlTvqxptz?tGl LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 13-16=-20 Concentrated Loads (lb) Vert: 11=-126 12=-126 10=-126 19=-123 20=-126 21=-126 22=-126 23=-126 24=-126 25=-126 26=-126 27=-126 28=-126 29=-126 30=-123 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18802024 Truss TG01A Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868053 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:59 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-muHy1FcOj4ugevKFPEDwIufUSRTUIetuiZZVMJz?tGk Scale = 1:59.9 1 2 3 4 5 8 7 6 11 9 10 19 20 21 22 23 24 4x8 2x4 5x6 3x8 3x6 8x8 3x8 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-0-6 4-0-6 8-0-6 4-0-0 12-1-0 4-0-10 12-1-8 0-0-8 -1-0-0 1-0-0 4-0-6 4-0-6 8-0-6 4-0-0 11-9-1 3-8-11 12-1-0 0-3-15 12-5-0 0-4-0 0- 4 - 0 1- 8 - 2 3- 8 - 1 0 7- 6 - 1 0 0- 5 - 8 4.00 12 6.13 12 12.35 12 Plate Offsets (X,Y)-- [2:0-11-5,0-1-3], [3:0-3-4,0-2-0], [4:0-4-0,0-2-8], [7:0-2-8,0-2-8], [8:0-1-12,0-1-8], [10:0-2-0,0-1-4] 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) 0.83 0.39 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.22 0.01 (loc) 7-8 7-8 7 l/defl >999 >657 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 5-7: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 9, 10, 19 REACTIONS.(lb/size) 7=817/Mechanical, 2=810/0-3-8 Max Horz 2=242(LC 5) Max Uplift7=-227(LC 5), 2=-147(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1866/136, 3-4=-1470/134 BOT CHORD 2-20=-299/1734, 8-20=-299/1734, 8-21=-146/719, 21-22=-146/719, 22-23=-146/719, 23-24=-146/719, 7-24=-146/719 WEBS 3-8=-259/105, 8-9=-204/1296, 4-9=-187/1175, 4-10=-529/162, 7-10=-566/169, 3-9=-481/48, 9-19=-330/31, 10-19=-330/31, 10-11=-278/26 NOTES-(9-12) 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 exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. 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) 7=227, 2=147. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 144 lb down and 40 lb up at 2-1-2, 109 lb down and 29 lb up at 4-1-2, 109 lb down and 29 lb up at 6-1-2, 109 lb down and 29 lb up at 8-1-2, and 109 lb down and 29 lb up at 10-1-2, and 109 lb down and 29 lb up at 11-1-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 1-3=-54, 2-6=-20, 3-4=-54, 4-5=-54 Continued on page 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss TG01A Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-019 Job Reference (optional) I33868053 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:19:59 2018 Page 2 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-muHy1FcOj4ugevKFPEDwIufUSRTUIetuiZZVMJz?tGk LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-109 20=-144 21=-109 22=-109 23=-109 24=-109 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18802024 Truss TG01E Truss Type HIP TRUSS Qty 1 Ply 2 FISCHER TLR-019 Job Reference (optional) I33868054 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:20:00 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-E5rKEbd0UO0XF3vRzyk9r5Cl5rju1862wDJ2umz?tGj Scale = 1:59.8 1 2 3 4 5 6 7 8 9 10 11 12 13 2221 20 19 18 17 16 15 1431 32 33 34 35 36 37 38 39 40 41 42 43 4x6 3x6 3x6 2x4 3x6 5x12 2x4 3x6 3x8 4x6 3x6 3x8 4x6 5x8 3x4 2x4 3x6 4x8 3x6 5x12 0-10-0 0-10-0 2-2-0 1-4-0 4-6-2 2-4-2 13-8-8 9-2-6 13-10-0 0-1-8 20-5-3 6-7-3 27-1-14 6-8-11 31-8-0 4-6-2 -1-0-0 1-0-0 0-10-0 0-10-0 2-2-0 1-4-0 4-6-2 2-4-2 9-1-5 4-7-3 13-8-8 4-7-3 20-5-3 6-8-11 27-1-14 6-8-11 31-8-0 4-6-2 32-8-0 1-0-0 0- 8 - 0 3- 6 - 1 5 3- 8 - 1 0- 8 - 0 3- 6 - 1 5 8.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-0-11], [3:0-2-2,0-1-12], [5:0-2-12,0-1-8], [10:0-3-0,0-1-12], [12:0-3-13,Edge], [15:0-2-4,0-2-0], [18:0-5-0,0-2-4], [20:0-7-4,0-3-8] 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-M) 0.39 0.83 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.43 -0.77 0.17 (loc) 18-19 18-19 12 l/defl >885 >495 n/a L/d 240 180 n/a PLATES MT20 Weight: 256 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* 15-18: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 0-10-1, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, except 2-0-0 oc purlins (5-1-1 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 9-10-6 oc bracing. REACTIONS.(lb/size) 2=1876/0-3-8, 12=1875/0-3-8 Max Horz 2=71(LC 12) Max Uplift2=-672(LC 4), 12=-636(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1462/555, 3-4=-4593/1815, 4-5=-3549/1423, 5-6=-2889/1183, 6-7=-5611/2276, 7-8=-5531/2246, 8-9=-5531/2246, 9-10=-2166/837, 10-11=-2738/1015, 11-12=-1519/556 BOT CHORD 2-22=-642/1565, 20-31=-1630/4014, 19-31=-1626/4003, 19-32=-1860/4505, 32-33=-1860/4505, 33-34=-1860/4505, 34-35=-1860/4505, 18-35=-1860/4505, 17-36=-168/423, 36-37=-168/423, 37-38=-168/423, 38-39=-168/423, 16-39=-168/423, 15-16=-168/423, 15-40=-1675/4308, 40-41=-1675/4308, 41-42=-1675/4308, 14-42=-1675/4308, 14-43=-787/2222, 12-43=-787/2222 WEBS 4-20=-423/1058, 4-19=-1125/445, 5-19=-677/1682, 15-18=-1515/3904, 9-18=-613/1325, 9-15=-70/314, 9-14=-2412/1026, 10-14=-477/1276, 17-18=-111/295, 7-18=-281/156, 6-19=-1875/822, 6-18=-525/1297, 3-22=-1258/524, 20-22=-769/1869, 3-20=-838/2085 NOTES-(11-14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 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=672, 12=636. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) 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 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss TG01E Truss Type HIP TRUSS Qty 1 Ply 2 FISCHER TLR-019 Job Reference (optional) I33868054 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:20:00 2018 Page 2 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-E5rKEbd0UO0XF3vRzyk9r5Cl5rju1862wDJ2umz?tGj NOTES-(11-14) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 108 lb down and 64 lb up at 2-6-13, 84 lb down and 73 lb up at 4-6-13, 84 lb down and 73 lb up at 6-6-13, 84 lb down and 73 lb up at 8-6-13, 84 lb down and 73 lb up at 10-6-13, 84 lb down and 73 lb up at 12-6-13, 84 lb down and 57 lb up at 14-6-13, 84 lb down and 57 lb up at 15-10-0, 84 lb down and 57 lb up at 17-1-2, 84 lb down and 57 lb up at 19-1-2, 84 lb down and 57 lb up at 21-1-2, 84 lb down and 57 lb up at 23-1-2, 84 lb down and 57 lb up at 25-1-2, and 84 lb down and 57 lb up at 27-1-2, and 105 lb down and 66 lb up at 29-1-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 1-5=-54, 5-10=-54, 10-13=-54, 21-23=-20, 18-20=-20, 17-27=-20 Concentrated Loads (lb) Vert: 19=-84 14=-84 31=-108 32=-84 33=-84 34=-84 35=-84 36=-84 37=-84 38=-84 39=-84 40=-84 41=-84 42=-84 43=-105 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18802024 Truss TG02 Truss Type HIP TRUSS Qty 1 Ply 3 FISCHER TLR-019 Job Reference (optional) I33868055 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:20:01 2018 Page 1 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-iHPiSweeFi8OtDUdWfFOOJlwZF6Omc5B9t2cQCz?tGi Scale = 1:39.2 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 5x12 5x10 MT18HS 5x10 MT18HS 8x8 5x6 8x8 3x8 6x8 4x8 3-11-8 3-11-8 10-8-8 6-9-0 17-5-8 6-9-0 21-1-0 3-7-8 3-11-8 3-11-8 10-8-8 6-9-0 17-5-8 6-9-0 21-1-0 3-7-8 0- 1 0 - 0 4- 1 - 9 1- 1 - 5 4- 1 - 9 10.00 12 Plate Offsets (X,Y)-- [1:1-0-0,0-0-5], [2:0-8-4,0-2-0], [3:0-4-0,0-1-12], [4:0-8-4,0-2-0], [5:0-4-0,0-7-4], [7:0-1-12,0-3-0], [9:0-4-8,0-1-8], [10:0-3-8,0-4-4] 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) 0.40 0.62 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.28 0.06 (loc) 9-10 9-10 6 l/defl >999 >876 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 359 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SP No.1 *Except* 2-4: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-10,3-7: 2x4 SPF-S Stud, 5-6: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=8890/0-3-8, 6=9201/0-3-8 Max Horz 1=95(LC 4) Max Uplift1=-1110(LC 4), 6=-1147(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-10848/1418, 2-3=-8092/1095, 3-4=-7373/1004, 4-5=-9480/1250, 5-6=-7620/997 BOT CHORD 1-11=-1079/7810, 11-12=-1079/7810, 12-13=-1079/7810, 10-13=-1079/7810, 10-14=-1716/12568, 14-15=-1716/12568, 15-16=-1716/12568, 16-17=-1716/12568, 17-18=-1716/12568, 18-19=-1716/12568, 9-19=-1716/12568, 9-20=-1716/12568, 8-20=-1716/12568, 8-21=-1716/12568, 21-22=-1716/12568, 22-23=-1716/12568, 23-24=-1716/12568, 24-25=-1716/12568, 7-25=-1716/12568, 7-26=-123/811, 26-27=-123/811, 6-27=-123/811 WEBS 2-10=-866/7062, 3-10=-5186/760, 3-9=-587/5308, 3-7=-6004/857, 4-7=-707/5814, 5-7=-865/6479 NOTES-(12-15) 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, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 3-9 2x4 - 1 row at 0-8-0 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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1110, 6=1147. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) 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 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 3,2018 Job B18802024 Truss TG02 Truss Type HIP TRUSS Qty 1 Ply 3 FISCHER TLR-019 Job Reference (optional) I33868055 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 03 05:20:01 2018 Page 2 Builders First Source, mooresville,in ID:mC?hxK0VUR49rWXHgogScbzvq6P-iHPiSweeFi8OtDUdWfFOOJlwZF6Omc5B9t2cQCz?tGi NOTES-(12-15) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1430 lb down and 120 lb up at 0-8-3, 94 lb down and 94 lb up at 2-0-4, 1426 lb down and 123 lb up at 2-8-3, 86 lb down and 68 lb up at 4-0-4, 1426 lb down and 123 lb up at 4-8-3, 86 lb down and 68 lb up at 6-0-4, 1426 lb down and 123 lb up at 6-8-3, 86 lb down and 68 lb up at 8-0-4, 1426 lb down and 123 lb up at 8-8-3, 86 lb down and 68 lb up at 10-0-4, 1426 lb down and 123 lb up at 10-8-3, 86 lb down and 68 lb up at 11-4-12, 1426 lb down and 123 lb up at 12-8-2, 86 lb down and 68 lb up at 13-4-12, 1426 lb down and 123 lb up at 14-8-2, 86 lb down and 68 lb up at 15-4-12, 1426 lb down and 123 lb up at 16-8-2, 86 lb down and 68 lb up at 17-4-12, 1426 lb down and 123 lb up at 18-8-2, and 82 lb down and 89 lb up at 19-4-12, and 1433 lb down and 118 lb up at 20-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) 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, 2-4=-54, 4-5=-54, 1-6=-20 Concentrated Loads (lb) Vert: 10=-86 9=-1426(F) 7=-86 6=-1433(F) 11=-1430(F) 12=-94 13=-1426(F) 14=-1426(F) 15=-86 16=-1426(F) 17=-86 18=-1426(F) 19=-86 20=-86 21=-1426(F) 22=-86 23=-1426(F) 24=-86 25=-1426(F) 26=-1426(F) 27=-82 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 P R O D U C T C O D E A P P R O V A L S J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 0 / 0 3 / 2 0 1 5 W E B S e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s .