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HomeMy WebLinkAboutOBF-073 Seal Truss Drawings16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). January 29,2019 Liu, Xuegang Pages or sheets covered by this seal: I35980686 thru I35980780 My license renewal date for the state of Indiana is July 31, 2020. B19900313 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 OBF-073 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980686 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:03 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-jAlJ9h82lxhBGHLEeequbG6PZnXeV2jhVJinE2zqbJk Scale = 1:46.4 1 2 3 4 7 6 8 9 5 2x4 3x4 2x4 3x4 3-11-15 3-11-13 -1-5-3 1-5-3 3-7-15 3-7-15 3-11-15 0-4-0 4-2-127-10-98-6-1113.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] 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-P 0.61 0.41 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 0.07 -0.00 (loc) 6-7 6-7 5 l/defl >555 >661 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 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 3-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=242/0-3-8, 5=125/Mechanical Max Horz 7=264(LC 4) Max Uplift 7=-399(LC 3), 5=-400(LC 4) Max Grav 7=352(LC 10), 5=265(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-340/308 WEBS 2-6=-156/285 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; 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 399 lb uplift at joint 7 and 400 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 116 lb down and 175 lb up at 1-5-13 on top chord, and 37 lb down and 205 lb up at 1-5-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 9=3(B) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980687 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:04 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-BMJhM18hWFp2uRwRCLM78UfatBnvEUCqkzSLmUzqbJj Scale = 1:58.4 1 2 3 4 7 6 5 8 9 2x4 3x4 2x4 3x4 5-8-1 5-8-1 -1-3-4 1-3-4 5-8-1 5-8-1 4-0-109-9-1210-2-613.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] 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-P 0.63 0.79 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.22 0.17 -0.00 (loc) 6-7 6-7 6 l/defl >294 >365 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS.(lb/size)7=278/0-3-9, 6=192/Mechanical Max Horz 7=307(LC 4) Max Uplift 7=-759(LC 3), 6=-436(LC 4) Max Grav 7=457(LC 10), 6=310(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-362/446, 2-3=-264/343 BOT CHORD 6-7=-276/216 WEBS 2-6=-153/266 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; 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 759 lb uplift at joint 7 and 436 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 120 lb down and 175 lb up at 1-4-12, and 126 lb down and 174 lb up at 1-4-13 on top chord, and 42 lb down and 228 lb up at 1-4-12, and 41 lb down and 223 lb up at 1-4-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): 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=6(F=3, B=3) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980688 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:05 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-fZt3aM9JHYxuVaVdm3tMghBksb78zwU_zdBuIxzqbJi Scale = 1:58.3 1 2 3 6 5 4 7 8 2x4 3x4 3x4 3x4 5-8-12 5-8-12 -1-3-3 1-3-3 5-8-12 5-8-12 4-0-79-9-1310-2-69-7-1010-2-612.90 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-2-0,0-1-4] 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-P 0.68 0.79 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.22 0.17 -0.02 (loc) 5-6 5-6 3 l/defl >297 >371 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-11-9 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS.(lb/size)6=222/0-3-10, 5=57/Mechanical, 3=120/Mechanical Max Horz 6=304(LC 4) Max Uplift 6=-832(LC 3), 5=-218(LC 4), 3=-207(LC 4) Max Grav 6=426(LC 11), 5=140(LC 10), 3=150(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-324/485, 2-3=-238/371 BOT CHORD 5-6=-273/214 WEBS 2-5=-149/261 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 832 lb uplift at joint 6, 218 lb uplift at joint 5 and 207 lb uplift at joint 3. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 102 lb down and 198 lb up at 1-3-6, and 102 lb down and 198 lb up at 1-3-6 on top chord, and 44 lb down and 239 lb up at 1-3-6, and 44 lb down and 242 lb up at 1-3-6 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, 4-6=-20 Continued on page 2 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980688 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:05 2019 Page 2 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-fZt3aM9JHYxuVaVdm3tMghBksb78zwU_zdBuIxzqbJi LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=73(F=37, B=37) 8=7(F=3, B=3) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980689 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:06 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-7lRRniAx2s3l7k4pKmObDvkwM?Z8iOZ7CHxSqNzqbJh Scale = 1:47.0 1 2 3 4 7 6 8 9 52x4 3x4 2x4 3x4 4-4-2 4-4-2 -1-3-3 1-3-3 4-0-2 4-0-2 4-4-2 0-4-0 4-0-78-0-78-8-812.90 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] 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-P 0.63 0.42 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.10 0.08 -0.00 (loc) 6-7 6-7 5 l/defl >496 >609 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 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 4-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=240/0-3-10, 5=142/Mechanical Max Horz 7=266(LC 4) Max Uplift 7=-414(LC 3), 5=-374(LC 4) Max Grav 7=346(LC 10), 5=258(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-323/302 WEBS 2-6=-148/267 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; 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 414 lb uplift at joint 7 and 374 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 175 lb up at 1-4-15 on top chord, and 41 lb down and 224 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 9=3(F) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss CG05 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980690 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:06 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-7lRRniAx2s3l7k4pKmObDvksF?ZRiOd7CHxSqNzqbJh Scale = 1:31.5 1 2 3 7 6 5 4 3x8 4x6 2x4 2x4 2-4-0 2-3-5 -2-8-4 2-8-4 2-4-0 2-4-0 4-2-125-6-156.95 12 Plate Offsets (X,Y)-- [2:0-3-12,0-0-0] 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-P 0.83 0.40 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.26 (loc) 6-7 6-7 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 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=90/Mechanical, 7=295/0-9-12, 6=-174/Mechanical Max Horz 7=139(LC 5) Max Uplift 4=-54(LC 3), 7=-104(LC 3), 6=-174(LC 1) Max Grav 4=90(LC 1), 7=295(LC 1), 6=225(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-280/81 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) 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 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 4, 104 lb uplift at joint 7 and 174 lb uplift at joint 6. 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 Trapezoidal Loads (plf) Vert: 2=-2(F=26, B=26)-to-4=-38(F=8, B=8), 7=-0(F=10, B=10)-to-5=-14(F=3, B=3) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss CG06 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980691 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:07 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-bx_q?2BZpABcluf0tUvqm6H74OzERsRGQxg?NpzqbJg Scale = 1:18.9 1 2 3 4 7 6 5 8 9 3x4 3x6 3x4 2x4 3-8-1 3-7-8 -2-6-3 2-6-3 3-8-1 3-8-1 1-10-113-2-43-2-02-9-133-2-44.24 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-0] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.51 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 0.02 -0.04 (loc) 6-7 6-7 3 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 3-8-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=299/0-5-6, 3=45/Mechanical, 6=25/Mechanical Max Horz 7=104(LC 5) Max Uplift 7=-190(LC 3), 3=-84(LC 6), 6=-30(LC 5) Max Grav 7=299(LC 1), 3=45(LC 1), 6=70(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-254/148 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 190 lb uplift at joint 7, 84 lb uplift at joint 3 and 30 lb uplift at joint 6. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 135 lb up at 1-4-3, and 30 lb down and 36 lb up at 3-8-1 on top chord, and 13 lb down and 107 lb up at 1-4-3 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, 2-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 8=35(B) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss CG07 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980692 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:08 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-38YCCOBBaTJTM2ECRBQ3IKpKRoLEAIZQfbQYvGzqbJf Scale = 1:12.6 1 2 3 7 6 5 4 3x4 2x4 2x4 2x4 1-3-10 1-2-15 -2-0-3 2-0-3 1-3-10 1-3-10 1-2-01-11-01-10-131-5-141-11-06.95 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.34 0.06 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 7 7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 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 1-3-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=39/Mechanical, 7=246/0-5-12, 6=-144/Mechanical Max Horz 7=60(LC 5) Max Uplift 4=-26(LC 11), 7=-142(LC 5), 6=-144(LC 1) Max Grav 4=39(LC 1), 7=246(LC 1), 6=81(LC 11) 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; 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 26 lb uplift at joint 4, 142 lb uplift at joint 7 and 144 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 61 lb up at 0-4-9 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 2=61(F) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss CG08 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980693 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:08 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-38YCCOBBaTJTM2ECRBQ3IKpKRoKhAJhQfbQYvGzqbJf Scale = 1:19.2 1 2 3 6 5 4 2x4 3x4 3x4 2x4 3-7-3 3-6-8 -2-0-3 2-0-3 3-7-3 3-7-3 1-2-03-3-03-2-122-9-133-3-06.95 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-4] 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-P 0.34 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.01 (loc) 5-6 5-6 3 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 3-7-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=190/0-5-12, 3=54/Mechanical, 5=29/Mechanical Max Horz 6=125(LC 5) Max Uplift 6=-77(LC 5), 3=-38(LC 5) Max Grav 6=190(LC 1), 3=54(LC 1), 5=70(LC 2) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 6 and 38 lb uplift at joint 3. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 83 lb up at 0-4-9 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 4-6=-20 Concentrated Loads (lb) Vert: 2=83(B) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss CG09 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980694 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:09 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-XK6aQkCpLnRK_CpO?uxIrXMVBCgZvmiZuF96RizqbJe Scale = 1:14.3 1 2 3 4 7 6 5 3x4 2x4 2x4 2x4 1-10-1 1-9-7 1-10-8 0-0-7 -2-0-3 2-0-3 1-10-8 1-10-8 1-2-02-3-06.95 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.34 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 7 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=256/0-5-12, 6=-21/Mechanical Max Horz 7=70(LC 6) Max Uplift 7=-102(LC 6), 6=-21(LC 1) Max Grav 7=256(LC 1), 6=36(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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 102 lb uplift at joint 7 and 21 lb uplift at joint 6. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss CG10 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980695 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:10 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-?Wgyd4DR65ZBcMNbZcTXNlvgwc0oeDxj6vvfz8zqbJd Scale = 1:14.3 1 2 3 4 7 6 5 3x4 2x4 2x4 2x4 1-10-1 1-9-7 1-10-8 0-0-7 -2-0-3 2-0-3 1-10-8 1-10-8 1-2-02-3-06.95 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.34 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 7 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=256/0-5-12, 6=-21/Mechanical Max Horz 7=70(LC 5) Max Uplift 7=-102(LC 5), 6=-21(LC 1) Max Grav 7=256(LC 1), 6=36(LC 3) 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; 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 102 lb uplift at joint 7 and 21 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down at 0-1-9 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-14, 5-7=-20 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss CG11 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980696 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:11 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-UiEKqQE4tOh2DVyn6J_mwyRox0G4NgQsLZeCWazqbJc Scale = 1:27.8 1 2 3 4 7 6 5 3x8 4x8 2x4 3x4 2-4-10 2-4-3 -2-0-5 2-0-5 2-4-10 2-4-10 2-9-54-10-810.54 12 Plate Offsets (X,Y)-- [2:0-4-11,Edge], [3:0-2-0,0-1-4] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.52 0.43 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.11 (loc) 6-7 6-7 3 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 No.2 *Except* 3-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=252/0-4-7, 6=14/Mechanical, 3=17/Mechanical Max Horz 7=182(LC 6) Max Uplift 7=-10(LC 4), 6=-86(LC 6), 3=-89(LC 6) Max Grav 7=252(LC 1), 6=48(LC 2), 3=32(LC 4) 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) The Fabrication Tolerance at joint 2 = 16% 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 7, 86 lb uplift at joint 6 and 89 lb uplift at joint 3. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss CG12 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980697 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:12 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-yvoj2mFieipvrfXzg1V?SA__0PhQ65X0aDOm21zqbJb Scale = 1:35.4 1 2 3 4 7 6 5 2x4 3x4 3x4 3x4 0-0-3 0-0-3 3-7-1 3-6-13 3-8-6 0-1-5 -2-7-14 2-7-14 3-7-0 3-7-0 3-8-6 0-1-5 4-3-16-4-116.95 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [3:0-2-0,0-1-4], [6:0-1-8,0-1-8] 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-P 0.50 0.11 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 -0.01 (loc) 6-7 6-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 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 3-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=334/0-3-2, 3=41/Mechanical, 6=40/Mechanical Max Horz 7=195(LC 6) Max Uplift 7=-7(LC 4), 3=-29(LC 7), 6=-184(LC 6) Max Grav 7=334(LC 1), 3=41(LC 1), 6=80(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-302/26 WEBS 2-6=-27/351 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 7 lb uplift at joint 7, 29 lb uplift at joint 3 and 184 lb uplift at joint 6. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss GE01 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980698 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:13 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-Q5M5F5FKP0xmTp69Ek0E?NXDip09rYU9pt7JaTzqbJa Scale = 1:75.6 1 2 3 4 5 6 78 9 10 11 12 13 14 15 16 17 18 19 20 21 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x8 3x6 4x6 3x6 3x8 5x6 5x6 6-3-8 6-3-8 13-8-8 7-5-0 20-0-0 6-3-8 -0-8-0 0-8-0 10-0-0 10-0-0 20-0-0 10-0-0 20-8-0 0-8-0 0-9-512-5-50-9-52-0-014.00 12 4.00 12 Plate Offsets (X,Y)-- [7:0-2-8,Edge], [11:Edge,0-1-14], [15:0-2-8,Edge], [28:0-2-8,Edge], [28:0-0-0,0-1-12], [34:0-0-0,0-1-12], [34:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.14 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 21 21 22 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 11-31,10-32,12-30: 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, Except: 6-0-0 oc bracing: 34-35,27-28. WEBS 1 Row at midpt 11-31, 10-32, 12-30 REACTIONS.All bearings 20-0-0. (lb) - Max Horz 40=-305(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 34, 28, 32, 33, 35, 36, 37, 38, 30, 29, 27, 26, 25, 24 except 40=-358(LC 4), 22=-181(LC 5), 39=-298(LC 5), 23=-275(LC 7) Max Grav All reactions 250 lb or less at joint(s) 34, 28, 32, 33, 35, 36, 37, 38, 39, 30, 29, 27, 26, 25, 24, 23 except 40=508(LC 5), 22=331(LC 4), 31=334(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-40=-326/211, 2-3=-379/239, 3-4=-264/180, 10-11=-37/263, 11-12=-37/263, 19-20=-309/169, 20-22=-263/149 WEBS 11-31=-342/0 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 and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 34, 28, 32, 33, 35, 36, 37, 38, 30, 29, 27, 26, 25, 24 except (jt=lb) 40=358, 22=181, 39=298, 23=275. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 34, 28, 31, 32, 33, 35, 36, 37, 38, 39, 30, 29, 27, 26, 25, 24, 23. 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.).January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J01 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980699 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:14 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-uHvTTRGyAJ3d4zhMoSXUYb3F8DKKa?nI1Xtt6vzqbJZ Scale = 1:58.5 1 2 3 5 4 2x4 3x4 3x4 3x4 5-3-6 5-3-6 -1-2-0 1-2-0 5-3-6 5-3-6 4-0-710-2-69-7-410-2-614.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.71 0.27 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 -0.02 (loc) 4-5 4-5 3 l/defl >999 >644 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size)5=265/0-3-8, 4=50/Mechanical, 3=125/Mechanical Max Horz 5=305(LC 5) Max Uplift 5=-164(LC 4), 4=-134(LC 5), 3=-149(LC 5) Max Grav 5=292(LC 5), 4=127(LC 4), 3=154(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-262/194 BOT CHORD 4-5=-274/219 WEBS 2-4=-160/269 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) except (jt=lb) 5=164, 4=134, 3=149. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980700 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:14 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-uHvTTRGyAJ3d4zhMoSXUYb3ECDEva1AI1Xtt6vzqbJZ Scale: 3/8"=1' 1 2 5 3 4 3x8 4x6 1-3-15 1-3-15 -1-2-0 1-2-0 1-3-15 1-3-15 4-0-75-7-10-7-24-11-145-7-014.00 12 Plate Offsets (X,Y)-- [2:0-5-5,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.77 0.68 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.25 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. REACTIONS.(lb/size)5=154/0-3-8, 3=-3/Mechanical, 4=7/Mechanical Max Horz 5=168(LC 6) Max Uplift 5=-61(LC 4), 3=-179(LC 6), 4=-235(LC 6) Max Grav 5=356(LC 6), 3=35(LC 4), 4=51(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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 except (jt=lb) 3=179, 4=235. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980701 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:15 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-MUTrgnHaxdBUi7GYL92j4ocVidZTJUQSGBcQfMzqbJY Scale = 1:32.5 1 2 5 3 43x6 3x8 1-5-10 1-5-10 -1-2-0 1-2-0 1-5-10 1-5-10 4-0-75-9-05-1-145-9-014.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.40 0.72 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.16 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-11-13 oc bracing. REACTIONS.(lb/size)5=164/0-3-8, 3=2/Mechanical, 4=0/Mechanical Max Horz 5=176(LC 6) Max Uplift 5=-60(LC 4), 3=-183(LC 6), 4=-240(LC 6) Max Grav 5=361(LC 6), 3=36(LC 4), 4=50(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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 except (jt=lb) 3=183, 4=240. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980702 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:15 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-MUTrgnHaxdBUi7GYL92j4ocPwda6JUQSGBcQfMzqbJY Scale: 3/8"=1' 1 2 5 3 4 3x8 4x6 1-4-2 1-4-2 -1-2-0 1-2-0 1-4-2 1-4-2 4-0-75-7-45-0-25-7-414.00 12 Plate Offsets (X,Y)-- [2:0-5-5,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.77 0.68 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.25 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing. REACTIONS.(lb/size)5=154/0-3-8, 3=-2/Mechanical, 4=7/Mechanical Max Horz 5=169(LC 6) Max Uplift 5=-60(LC 4), 3=-178(LC 6), 4=-233(LC 6) Max Grav 5=353(LC 6), 3=35(LC 4), 4=50(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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 except (jt=lb) 3=178, 4=233. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J05 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980703 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:16 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-qg1Du7ICixJLKHrkvsZyd09dF1?w2vZbVrMzBozqbJX Scale = 1:52.7 1 2 3 4 7 6 52x4 3x4 2x4 3x4 4-11-13 4-11-13 -1-2-0 1-2-0 4-8-5 4-8-5 4-11-13 0-3-8 4-0-79-2-19-10-314.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] 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-P 0.61 0.26 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.08 -0.00 (loc) 6-7 6-7 5 l/defl >999 >679 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS.(lb/size)7=257/0-3-8, 5=170/Mechanical Max Horz 7=300(LC 5) Max Uplift 7=-154(LC 4), 5=-291(LC 5) Max Grav 7=293(LC 5), 5=270(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-292/204 BOT CHORD 6-7=-269/208 WEBS 2-6=-162/292 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) * 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) except (jt=lb) 7=154, 5=291. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980704 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:16 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-qg1Du7ICixJLKHrkvsZyd09gT1ui2xfbVrMzBozqbJX Scale = 1:32.5 1 2 5 3 43x6 3x8 1-5-10 1-5-10 -1-2-0 1-2-0 1-5-10 1-5-10 4-0-75-9-014.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.40 0.72 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.16 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-11-13 oc bracing. REACTIONS.(lb/size)5=164/0-3-8, 3=2/Mechanical, 4=0/Mechanical Max Horz 5=176(LC 6) Max Uplift 5=-60(LC 4), 3=-183(LC 6), 4=-240(LC 6) Max Grav 5=361(LC 6), 3=36(LC 4), 4=50(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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 except (jt=lb) 3=183, 4=240. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980705 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:17 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-Isbc5TIqSESBxQQxTa5B9DhrHQE2nOvljV5XjEzqbJW Scale: 3/8"=1' 1 2 5 3 43x6 3x6 1-5-3 1-5-3 -1-2-0 1-2-0 1-5-3 1-5-3 4-0-75-8-70-7-25-1-55-8-714.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.40 0.72 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.15 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-1-11 oc bracing. REACTIONS.(lb/size)5=164/0-3-8, 3=0/Mechanical, 4=-1/Mechanical Max Horz 5=174(LC 6) Max Uplift 5=-62(LC 4), 3=-185(LC 6), 4=-245(LC 6) Max Grav 5=369(LC 6), 3=36(LC 4), 4=51(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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 except (jt=lb) 3=185, 4=245. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J08 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980706 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:17 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-Isbc5TIqSESBxQQxTa5B9DhoDQMJnMtljV5XjEzqbJW Scale = 1:52.1 1 2 3 4 7 6 52x4 3x4 2x4 3x4 4-10-11 4-10-11 -1-2-0 1-2-0 4-7-3 4-7-3 4-10-11 0-3-8 4-0-79-0-129-8-1414.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] 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-P 0.59 0.25 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.08 -0.00 (loc) 6-7 6-7 5 l/defl >999 >719 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS.(lb/size)7=254/0-3-8, 5=167/Mechanical Max Horz 7=297(LC 5) Max Uplift 7=-155(LC 4), 5=-290(LC 5) Max Grav 7=292(LC 5), 5=268(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-292/204 BOT CHORD 6-7=-265/206 WEBS 2-6=-162/291 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) * 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) except (jt=lb) 7=155, 5=290. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J09 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980707 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:18 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-m39_IpJTDYa2Za?71HcQiRE0bqaeWr9uy9r4FhzqbJV Scale = 1:33.6 1 2 5 3 43x6 3x8 1-7-15 1-7-15 -1-2-0 1-2-0 1-7-15 1-7-15 4-0-75-11-115-4-95-11-1114.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.43 0.76 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.18 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-2-7 oc bracing. REACTIONS.(lb/size)5=165/0-3-8, 3=12/Mechanical, 4=4/Mechanical Max Horz 5=183(LC 6) Max Uplift 5=-51(LC 4), 3=-178(LC 6), 4=-217(LC 6) Max Grav 5=331(LC 6), 3=35(LC 4), 4=47(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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 except (jt=lb) 3=178, 4=217. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J10 Truss Type Jack-Closed Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980708 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:18 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-m39_IpJTDYa2Za?71HcQiRE?gqfXWqJuy9r4FhzqbJV Scale = 1:33.2 1 2 3 4 6 5789 3x4 4x6 3x4 3x4 5x6 1-2-5 1-2-5 5-9-3 4-6-14 -1-4-0 1-4-0 1-2-5 1-2-5 5-9-3 4-6-14 4-2-125-6-35-7-75-2-110-3-85-6-314.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:0-2-8,0-0-0], [5:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.48 0.45 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.20 -0.23 -0.00 (loc) 5-6 5-6 5 l/defl >335 >285 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 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 5-9-3 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=355/0-5-8, 5=269/0-1-8 Max Horz 6=175(LC 4) Max Uplift 6=-375(LC 3), 5=-289(LC 4) Max Grav 6=380(LC 15), 5=277(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-262/131 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) * 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=375, 5=289. 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) 51 lb down and 46 lb up at 1-2-5 on top chord, and 212 lb down and 196 lb up at 1-2-5, and 131 lb down and 144 lb up at 1-9-15, and 131 lb down and 144 lb up at 3-9-15 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 Continued on page 2 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J10 Truss Type Jack-Closed Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980708 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:19 2019 Page 2 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-FFjMW9K5_sivBkZJa?7fFenAQE?mFHZ1Bpaeo7zqbJU LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-28(F) 7=58(F) 8=-84(F) 9=-84(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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J11 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980709 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:20 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-jRHkjVLjl9qmou8W8ieunsJOmeP9_kgBQTKBKZzqbJT Scale = 1:41.5 1 2 3 4 6 5 2x4 4x6 3x4 3x4 4x6 2-4-1 2-4-1 5-9-3 3-5-2 -1-4-0 1-4-0 2-4-1 2-4-1 5-9-3 3-5-2 4-2-126-9-106-11-76-6-20-3-86-9-1114.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-2-4,0-1-8], [5:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.32 0.18 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 -0.00 (loc) 5-6 5-6 5 l/defl >999 >691 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 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 5-9-3 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=293/0-5-8, 5=192/0-1-8 Max Horz 6=213(LC 5) Max Uplift 6=-72(LC 4), 5=-149(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) * 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 5=149. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J12 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980710 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:21 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-Ber6xrMLWTydQ2jiiQ97K3sXc2lMjAUKe73ks?zqbJS Scale = 1:49.2 1 2 3 4 6 5 2x4 5x6 3x6 3x4 5x6 3-5-12 3-5-12 5-9-3 2-3-7 -1-4-0 1-4-0 3-5-12 3-5-12 5-9-3 2-3-7 4-2-128-1-108-3-77-10-20-3-88-1-1114.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [3:0-3-12,0-2-8], [5:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.44 0.18 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 -0.00 (loc) 5-6 5-6 5 l/defl >999 >683 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-3 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. WEBS 1 Row at midpt 4-5 REACTIONS.(lb/size)6=293/0-5-8, 5=192/0-1-8 Max Horz 6=253(LC 5) Max Uplift 6=-89(LC 4), 5=-194(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) * 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 5=194. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J13 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980711 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:21 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-Ber6xrMLWTydQ2jiiQ97K3sZe2lLjA8Ke73ks?zqbJS Scale = 1:56.7 1 2 3 4 6 5 2x4 5x6 3x4 3x4 5x6 4-7-7 4-7-7 5-9-3 1-1-12 -1-4-0 1-4-0 4-7-7 4-7-7 5-9-3 1-1-12 4-2-129-5-109-7-79-2-20-3-89-5-1114.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [3:0-2-4,0-1-8], [5:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.31 0.18 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 -0.00 (loc) 5-6 5-6 5 l/defl >999 >690 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 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* 4-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-3 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. WEBS 1 Row at midpt 4-5 REACTIONS.(lb/size)6=293/0-5-8, 5=192/0-1-8 Max Horz 6=293(LC 5) Max Uplift 6=-124(LC 4), 5=-245(LC 5) Max Grav 6=293(LC 1), 5=213(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-270/224 WEBS 2-5=-158/255 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) * 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=124, 5=245. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J14 Truss Type Jack-Closed Qty 16 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980712 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:23 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-70ytMWNb24CLfLt4prBbPUxtKrNaB2Od6RYrxuzqbJQ Scale: 3/16"=1' 1 2 3 5 4 2x4 3x4 2x4 3x4 5-9-3 5-9-3 -1-4-0 1-4-0 5-9-3 5-9-3 4-2-1210-11-710-7-150-3-810-11-814.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] 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-P 0.43 0.33 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 -0.00 (loc) 4-5 4-5 4 l/defl >999 >488 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-2-11 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size)5=293/0-3-8, 4=192/0-1-8 Max Horz 5=334(LC 6) Max Uplift 4=-348(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-269/14 BOT CHORD 4-5=-394/36 WEBS 2-4=-44/489 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 exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=348. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J15 Truss Type Jack-Closed Qty 2 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980713 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:23 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-70ytMWNb24CLfLt4prBbPUxsPrPEB5Od6RYrxuzqbJQ Scale = 1:31.5 1 2 3 5 4 3x4 3x6 3x4 3x4 3-5-1 3-5-1 -1-0-0 1-0-0 3-5-1 3-5-1 3-4-15-7-78.00 12 Plate Offsets (X,Y)-- [3:0-0-13,0-1-8] 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-R 0.49 0.22 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: 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 3-5-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=189/0-5-8, 4=104/Mechanical Max Horz 5=163(LC 5) Max Uplift 5=-74(LC 4), 4=-132(LC 5) Max Grav 5=189(LC 1), 4=142(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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 except (jt=lb) 4=132. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J16 Truss Type Jack-Open Qty 2 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980714 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:24 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-bDWFZsODpOKCHVSHNYjqyiU3KFmRwYenK5IPTKzqbJP Scale = 1:19.3 1 2 5 4 3 3x4 3x6 3x4 2x4 2-0-0 2-0-0 -1-4-0 1-4-0 2-0-0 2-0-0 1-10-113-2-112-9-73-2-118.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-4] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.35 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.02 (loc) 5 4-5 3 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 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=178/0-3-8, 3=17/Mechanical, 4=12/Mechanical Max Horz 5=104(LC 6) Max Uplift 3=-43(LC 6), 4=-32(LC 6) Max Grav 5=178(LC 1), 3=17(LC 1), 4=32(LC 2) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J17 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980715 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:24 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-bDWFZsODpOKCHVSHNYjqyiU4QFnvwYenK5IPTKzqbJP Scale = 1:15.1 1 2 6 4 3 5 3x4 3x4 0-9-1 0-9-1 -1-4-0 1-4-0 0-9-1 0-9-1 1-10-112-4-112-4-61-11-32-4-118.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.28 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 6 6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 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 0-9-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=202/0-3-8, 3=-71/Mechanical, 5=-6/Mechanical Max Horz 6=81(LC 6) Max Uplift 6=-22(LC 4), 3=-71(LC 1), 5=-105(LC 6) Max Grav 6=202(LC 1), 3=15(LC 4), 5=15(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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 except (jt=lb) 5=105. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J18 Truss Type Jack-Closed Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980716 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:25 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-3P4dmCPsaiS3vf1TxFE3Uv0GOf61f?uwZl1y?nzqbJO Scale = 1:12.6 1 2 3 4 6 578 2x4 3x4 3x4 2x4 2x4 2-0-10 2-0-10 4-1-5 2-0-10 -1-0-0 1-0-0 0-8-3 0-8-3 4-1-5 3-5-2 1-2-01-10-51-11-91-6-130-3-81-10-514.00 12 Plate Offsets (X,Y)-- [3:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.02 -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 4-1-5 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=176/0-3-8, 5=125/0-1-8 Max Horz 6=67(LC 5) Max Uplift 6=-63(LC 5), 5=-34(LC 4) Max Grav 6=176(LC 1), 5=131(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) * 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 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) 6 lb down and 18 lb up at 0-8-3 on top chord, and 71 lb down and 161 lb up at 0-8-3, and 3 lb down and 2 lb up at 2-3-9 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=41(F) 8=2(F) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J19 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980717 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:26 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-Xbe?_YPUL?awWpcfVzlI17ZRr3T2OS83oOnVYDzqbJN Scale = 1:19.4 1 2 3 4 6 5 2x4 3x4 3x4 2x4 2x4 1-9-14 1-9-14 4-1-5 2-3-7 -1-0-0 1-0-0 1-9-14 1-9-14 4-1-5 2-3-7 1-2-03-1-123-3-92-10-40-3-83-1-1214.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-8] 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-R 0.22 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -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 4-1-5 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=212/0-3-8, 5=132/0-1-8 Max Horz 6=102(LC 5) Max Uplift 6=-41(LC 6), 5=-47(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) * 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J20 Truss Type Jack-Closed Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980718 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:26 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-Xbe?_YPUL?awWpcfVzlI17ZRb3REOS83oOnVYDzqbJN Scale = 1:19.4 1 2 3 4 6 578 2x4 3x4 3x4 2x4 3x4 1-9-14 1-9-14 4-1-5 2-3-7 -1-0-0 1-0-0 1-9-14 1-9-14 4-1-5 2-3-7 1-2-03-2-43-3-82-10-120-3-83-2-414.00 12 Plate Offsets (X,Y)-- [3:0-2-8,Edge], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.23 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.04 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 4-1-5 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=262/0-3-8, 5=194/0-1-8 Max Horz 6=103(LC 4) Max Uplift 6=-65(LC 5), 5=-78(LC 4) 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) * 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 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) 42 lb down and 30 lb up at 1-9-14 on top chord, and 23 lb down at 1-9-14, and 105 lb down and 42 lb up at 2-3-9 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(B) 8=-105(B) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J21 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980719 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:27 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-0nCNBuQ66Jin8zBs2gGXZK6bkSpA7ugD12W34fzqbJM Scale = 1:26.2 1 2 3 4 8 7 6 5 2x4 2x4 3x4 3x4 2x4 2x4 2x4 3x4 1-8-0 1-8-0 2-11-9 1-3-9 4-1-5 1-1-12 1-8-0 1-8-0 2-11-9 1-3-9 4-1-5 1-1-12 1-2-04-5-114-7-83-6-30-11-83-9-110-8-04-5-1114.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-8], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.09 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.04 -0.03 (loc) 7 7 5 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 4-1-5 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)8=141/0-3-8, 5=141/0-1-8 Max Horz 8=116(LC 5) Max Uplift 8=-12(LC 4), 5=-74(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) * 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J22 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980720 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:27 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-0nCNBuQ66Jin8zBs2gGXZK6c5Spp7vOD12W34fzqbJM Scale = 1:26.2 1 2 3 4 6 5 3x4 3x4 3x4 2x4 2x4 2-11-9 2-11-9 4-1-5 1-1-12 -1-0-0 1-0-0 2-11-9 2-11-9 4-1-5 1-1-12 1-2-04-5-114-7-84-2-30-3-84-5-1214.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-8], [3:0-2-4,0-1-8] 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-R 0.25 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5-6 5-6 5 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 4-1-5 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=212/0-3-8, 5=132/0-1-8 Max Horz 6=142(LC 5) Max Uplift 6=-27(LC 6), 5=-75(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) * 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J23 Truss Type Jack-Closed Qty 6 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980721 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:28 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-U_mmPERktdqem7m2cOnm6YelQs7GsMeMFiGcc5zqbJL Scale = 1:33.1 1 2 3 5 4 3x4 3x6 3x4 2x4 4-1-5 4-1-5 -1-0-0 1-0-0 4-1-5 4-1-5 1-2-05-11-85-8-00-3-85-11-814.00 12 Plate Offsets (X,Y)-- [3:0-0-9,0-1-8] 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-R 0.34 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=212/0-3-8, 4=132/0-1-8 Max Horz 5=179(LC 5) Max Uplift 5=-46(LC 4), 4=-110(LC 5) Max Grav 5=212(LC 1), 4=135(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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=110. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J24 Truss Type Jack-Closed Qty 3 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980722 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:31 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-uZRu1FTc9YCCdaUdHWLTkAGFq39L3hMoxgUGDQzqbJI Scale = 1:31.6 1 2 3 7 6 5 4 3x4 3x4 2x4 2x4 2x4 3x6 2x4 1-5-3 1-5-3 3-10-8 2-5-5 1-5-3 1-5-3 3-10-8 2-5-5 1-1-121-5-45-11-80-3-85-0-00-11-85-3-80-8-014.00 12 Plate Offsets (X,Y)-- [3:0-0-9,0-1-8] 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-R 0.33 0.14 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.04 -0.04 (loc) 6 6 4 l/defl >814 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=133/0-1-8, 4=133/0-1-8 Max Horz 7=153(LC 5) Max Uplift 7=-52(LC 4), 4=-117(LC 5) Max Grav 7=133(LC 1), 4=139(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) Bearing at joint(s) 7, 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) 7, 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 4=117. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J25 Truss Type Jack-Closed Qty 5 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980723 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:32 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-Ml?GEbUFwrK3Fk3prEsiGOpRmTVIoAdyAKEqltzqbJH Scale = 1:31.6 1 2 4 3 2x4 3x4 3x6 2x4 3-10-8 3-10-8 3-10-8 3-10-8 1-1-121-5-45-11-80-3-85-8-00-3-85-11-814.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-8] 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-R 0.32 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=133/0-1-8, 3=133/0-1-8 Max Horz 4=161(LC 5) Max Uplift 4=-53(LC 4), 3=-117(LC 5) Max Grav 4=133(LC 1), 3=140(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) Bearing at joint(s) 4, 3 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, 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=117. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J26 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980724 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:32 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-Ml?GEbUFwrK3Fk3prEsiGOpU8TXKoAdyAKEqltzqbJH Scale = 1:12.8 1 2 5 3 43x6 1-11-5 1-11-5 -1-0-0 1-0-0 1-11-5 1-11-5 0-8-01-11-98.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.10 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 1-11-5 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, 3=33/Mechanical, 4=13/Mechanical Max Horz 5=63(LC 6) Max Uplift 5=-40(LC 6), 3=-24(LC 6) Max Grav 5=148(LC 1), 3=33(LC 1), 4=32(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J27 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980725 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:33 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-qxZfSxVth9Twsue?PxNxpbMfZtsmXdt5P_zNHJzqbJG Scale = 1:19.4 1 2 3 5 4 3x6 2x4 2x4 3-11-4 3-11-4 -1-0-0 1-0-0 3-11-4 3-11-4 0-8-03-3-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.12 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 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 3-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=206/0-3-8, 4=125/Mechanical Max Horz 5=96(LC 5) Max Uplift 5=-48(LC 6), 4=-30(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J28 Truss Type Jack-Closed Girder Qty 2 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980726 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:34 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-I871fHWVSTbnU2DCzeuAMpuouHDTG47FeejwqlzqbJF Scale = 1:14.5 1 2 3 4 6 57 2x4 3x4 3x4 2x4 2x4 0-11-10 0-11-10 2-1-5 1-1-11 -1-0-0 1-0-0 0-11-10 0-11-10 2-1-5 1-1-11 1-2-02-3-92-0-10-3-82-3-914.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-1-12] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-5 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=149/0-3-8, 5=48/0-1-8 Max Horz 6=76(LC 4) Max Uplift 6=-48(LC 5), 5=-50(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) * 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) 6, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 33 lb up at 0-11-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 5-6=-20 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J29 Truss Type Jack-Closed Qty 5 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980727 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:34 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-I871fHWVSTbnU2DCzeuAMpuoNHC3G47FeejwqlzqbJF Scale = 1:21.4 1 2 3 5 4 2x4 3x4 2x4 2x4 -1-0-0 1-0-0 2-1-5 2-1-5 1-2-03-7-83-4-00-3-83-7-814.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-8] 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-R 0.25 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=149/0-3-8, 4=48/0-1-8 Max Horz 5=109(LC 5) Max Uplift 5=-42(LC 4), 4=-77(LC 5) Max Grav 5=149(LC 1), 4=84(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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J30 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980728 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:35 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-nKhPtdW7Dmje6BoOWMPPu0R?JhY9?XNOsISUMBzqbJE Scale = 1:9.7 1 2 6 3 4 5 3x6 1-0-7 1-0-7 -1-0-0 1-0-0 0-11-2 0-11-2 1-0-7 0-1-5 0-8-01-4-41-3-60-10-31-4-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.11 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 6 6 4 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 1-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 1-0-7 except (jt=length) 3=Mechanical. (lb) - Max Horz 6=58(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 6, 4, 5, 3 Max Grav All reactions 250 lb or less at joint(s) 6, 4, 5, 3 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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, 4, 5, 3. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J31 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980729 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:35 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-nKhPtdW7Dmje6BoOWMPPu0R?JhY9?XNOsISUMBzqbJE Scale = 1:9.7 1 2 6 3 4 5 3x6 1-0-7 1-0-7 -1-0-0 1-0-0 0-11-2 0-11-2 1-0-7 0-1-5 0-8-01-4-41-3-60-10-31-4-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.11 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 6 6 4 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 1-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 1-0-7 except (jt=length) 3=Mechanical. (lb) - Max Horz 6=58(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 6, 4, 5, 3 Max Grav All reactions 250 lb or less at joint(s) 6, 4, 5, 3 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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, 4, 5, 3. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J32 Truss Type Jack-Closed Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980730 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:36 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-FWFn4zXl_4rVjLNa43weRE_4L4nRkpyY5yC1uezqbJD Scale = 1:59.9 1 2 3 6 5 478 2x4 3x4 2x4 3x6 5x6 3x8 2-10-4 2-10-4 5-8-8 2-10-4 2-10-4 2-10-4 5-8-8 2-10-4 2-9-510-4-1110-1-30-3-810-4-1116.00 12 Plate Offsets (X,Y)-- [1:0-1-0,0-1-8], [2:0-2-8,0-1-8], [5:0-3-0,0-3-0] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.47 0.47 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.03 -0.00 (loc) 5-6 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size)6=772/0-3-8, 4=811/0-1-8 Max Horz 6=291(LC 4) Max Uplift 6=-206(LC 3), 4=-328(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-651/214, 1-2=-467/159 BOT CHORD 5-6=-270/242, 4-5=-147/260 WEBS 2-5=-174/762, 1-5=-158/359, 2-4=-649/259 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; 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=206, 4=328. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 661 lb down and 54 lb up at 2-0-12, and 520 lb down and 72 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-54, 4-6=-20 Concentrated Loads (lb) Vert: 7=-661 8=-520 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J33 Truss Type Jack-Open Qty 2 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980731 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:36 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-FWFn4zXl_4rVjLNa43weRE_zT4ofk_kY5yC1uezqbJD Scale = 1:28.0 1 2 3 5 4 3x6 4x6 2x4 2x4 2-0-0 2-0-0 -1-4-0 1-4-0 2-0-0 2-0-0 2-6-114-10-1114.00 12 Plate Offsets (X,Y)-- [2:0-5-5,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.91 0.39 0.06 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: 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 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=178/0-3-8, 4=29/Mechanical Max Horz 5=173(LC 6) Max Uplift 5=-7(LC 4), 4=-198(LC 6) Max Grav 5=178(LC 1), 4=45(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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. 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) 5 except (jt=lb) 4=198. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J38 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980732 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:38 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-BvMYVfZ0Wh5DzfWzCUz6Wf3TYuYoCu6qZGh8zWzqbJB Scale = 1:33.1 1 2 4 3 3x4 2x4 3x4 2x4 4-1-5 4-1-5 1-2-05-11-85-8-00-3-85-11-814.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-8] 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-R 0.30 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.00 (loc) 3-4 3-4 3 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 4-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=141/0-3-8, 3=141/0-1-8 Max Horz 4=162(LC 5) Max Uplift 4=-44(LC 4), 3=-110(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) * 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) 3 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) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=110. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J39 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980733 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:38 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-BvMYVfZ0Wh5DzfWzCUz6Wf3WXuaqCu6qZGh8zWzqbJB Scale = 1:10.4 1 2 4 7 5 3 6 3x6 1-1-0 1-1-0 1-3-1 0-2-1 -1-0-0 1-0-0 1-3-1 1-3-1 0-8-01-6-01-5-20-11-151-6-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.11 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 7 7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 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 1-3-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=134/0-7-14, 3=0/Mechanical, 6=3/Mechanical Max Horz 7=62(LC 6) Max Uplift 7=-46(LC 6), 3=-12(LC 7) Max Grav 7=134(LC 1), 3=13(LC 4), 6=23(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) 7, 3. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J40 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980734 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:39 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-f5wwi_aeH?D4ap59lCUL3schHIw3xLM_nwQhVzzqbJA Scale = 1:10.4 1 2 4 7 5 3 6 3x6 1-1-0 1-1-0 1-3-1 0-2-1 -1-0-0 1-0-0 1-3-1 1-3-1 0-8-01-6-01-5-20-11-151-6-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.11 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 7 7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 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 1-3-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=134/0-7-14, 3=0/Mechanical, 6=3/Mechanical Max Horz 7=62(LC 6) Max Uplift 7=-46(LC 6), 3=-12(LC 7) Max Grav 7=134(LC 1), 3=13(LC 4), 6=23(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) 7, 3. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J41 Truss Type Jack-Closed Qty 6 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980735 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:39 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-f5wwi_aeH?D4ap59lCUL3scY9Is7xLM_nwQhVzzqbJA Scale = 1:30.8 1 2 3 5 4 3x6 3x8 3x4 3x4 2-0-0 2-0-0 -1-4-0 1-4-0 2-0-0 2-0-0 2-9-55-5-516.00 12 Plate Offsets (X,Y)-- [3:0-0-5,0-1-8] 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-R 0.69 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 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 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=178/0-3-8, 4=29/Mechanical Max Horz 5=168(LC 5) Max Uplift 5=-149(LC 4), 4=-223(LC 5) Max Grav 5=222(LC 5), 4=190(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) except (jt=lb) 5=149, 4=223. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss J42 Truss Type Jack-Open Girder Qty 2 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980736 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:40 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-7IUIwKaG2ILxCzgMJv?ab48l?iD0gmy70aAF1PzqbJ9 Scale = 1:30.3 1 2 3 7 6 5 4 3x4 3x6 2x4 2x4 2-11-9 2-11-2 -2-0-5 2-0-5 2-11-9 2-11-9 2-9-55-4-95-4-34-10-45-4-910.54 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] 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-P 0.56 0.23 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.12 (loc) 6-7 6-7 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 2-11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=198/0-4-7, 4=66/Mechanical, 6=-73/Mechanical Max Horz 7=114(LC 5) Max Uplift 7=-85(LC 3), 4=-172(LC 3), 6=-73(LC 1) Max Grav 7=198(LC 1), 4=66(LC 1), 6=364(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-305/80 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6 except (jt=lb) 4=172. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=-2(F=26, B=26)-to-3=-39(F=7, B=7), 7=-0(F=10, B=10)-to-5=-15(F=3, B=3) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss M01 Truss Type MONO TRUSS Qty 4 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980737 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:41 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-bU2g7gbupcToq6FYtdWp8Hhzt5YsPEsHFEvoZrzqbJ8 Scale = 1:25.1 1 2 3 5 4 3x4 3x4 2x4 3x6 6-1-0 6-1-0 -1-4-0 1-4-0 6-1-0 6-1-0 1-6-114-1-13-9-90-3-84-1-15.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.36 0.19 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 -0.00 (loc) 4-5 4-5 4 l/defl >999 >613 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=304/0-3-8, 4=204/0-1-8 Max Horz 5=128(LC 5) Max Uplift 5=-68(LC 6), 4=-44(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-254/178 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss PB01 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980738 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:41 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-bU2g7gbupcToq6FYtdWp8Hh?K5aYPDnHFEvoZrzqbJ8 Scale = 1:31.2 2 3 4 5 6 7 8 12 11 10 1 9 3x6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 17-3-8 17-3-8 5-3-13 5-3-13 11-11-11 6-7-14 17-3-8 5-3-13 -0-0-43-4-03-6-90-1-00-1-83-2-128.00 12 Plate Offsets (X,Y)-- [2:0-1-15,0-1-8], [4:0-3-0,Edge], [6:0-3-0,Edge], [8:0-1-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.20 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-3-8. (lb) - Max Horz 1=-75(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 11, 12, 10 except 1=-165(LC 10), 9=-165(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 2=376(LC 10), 8=376(LC 11), 11=298(LC 10), 12=273(LC 1), 10=273(LC 1) 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 and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 11, 12, 10 except (jt=lb) 1=165, 9=165. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss PB02 Truss Type GABLE Qty 9 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980739 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:42 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-3gc2L0cWawbeRGqkRK12gVDBbVv48gQQTufL6HzqbJ7 Scale = 1:37.2 2 3 4 5 6 10 9 8 1 7 11 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 17-3-8 17-3-8 8-7-12 8-7-12 17-3-8 8-7-12 -0-0-45-8-155-9-30-1-00-1-88.00 12 Plate Offsets (X,Y)-- [2:0-1-15,0-1-8], [6:0-1-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.17 0.13 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-3-8. (lb) - Max Horz 1=-129(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 1=-134(LC 1), 7=-134(LC 1), 10=-110(LC 6), 8=-109(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=321(LC 1), 6=321(LC 1), 9=375(LC 1), 10=340(LC 10), 8=340(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except (jt=lb) 1=134, 7=134, 10=110, 8=109. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss PB03 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980740 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:43 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-YsARYMd8LDjV3QPw_1YHDimLpvG_t7GaiYOvekzqbJ6 Scale = 1:31.2 2 3 4 5 6 7 8 12 11 10 1 9 3x6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 17-3-8 17-3-8 5-4-15 5-4-15 11-10-9 6-5-10 17-3-8 5-4-15 -0-0-43-4-123-7-50-1-00-1-83-3-88.00 12 Plate Offsets (X,Y)-- [2:0-1-15,0-1-8], [4:0-3-0,Edge], [6:0-3-0,Edge], [8:0-1-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.20 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-3-8. (lb) - Max Horz 1=-77(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 11, 12, 10 except 1=-165(LC 10), 9=-165(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 2=379(LC 10), 8=379(LC 11), 11=294(LC 10), 12=271(LC 1), 10=271(LC 1) 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 and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 11, 12, 10 except (jt=lb) 1=165, 9=165. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss PB04 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980741 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:44 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-03jpmidm6XrMha_7Yl4WlwJWKJczcaOjxC8SAAzqbJ5 Scale: 3/8"=1' 2 3 4 5 6 7 8 9 10 11 16 15 14 13 1 12 3x6 4x6 4x6 4x6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 17-3-8 17-3-8 1-10-15 1-10-15 7-11-12 6-0-13 15-4-9 7-4-13 17-3-8 1-10-15 -0-0-41-0-122-7-82-7-120-1-00-1-80-11-88.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [5:0-0-3,0-2-4], [7:0-2-11,0-2-4], [9:0-3-0,Edge], [10:0-2-2,0-0-0], [11:0-4-11,0-1-8], [11:0-2-15,0-0-0], [13:0-1-7,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.21 0.10 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 3-5, 7-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 17-3-8. (lb) - Max Horz 1=59(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 12, 2, 15, 16, 14, 13 except 1=-130(LC 1), 11=-216(LC 1) Max Grav All reactions 250 lb or less at joint(s) 1, 12, 11 except 2=260(LC 1), 15=321(LC 1), 16=296(LC 10), 14=309(LC 11), 13=393(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 10-13=-308/164 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 and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 2, 15, 16, 14, 13 except (jt=lb) 1=130, 11=216. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss PB05 Truss Type Piggyback Qty 9 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980742 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:45 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-UFHBz2ePsrzDIkZJ6SblI7ri2jy0L2HsAst0jczqbJ4 Scale = 1:17.3 1 2 3 4 5 6 4x6 2x4 2x4 2x4 7-11-4 7-11-4 3-11-10 3-11-10 7-11-4 3-11-10 0-4-72-6-40-1-80-4-70-1-88.00 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-P 0.15 0.11 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=157/6-5-6, 4=157/6-5-6, 6=211/6-5-6 Max Horz 2=-52(LC 4) Max Uplift 2=-46(LC 6), 4=-51(LC 7) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss PB06 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980743 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:46 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-yRrZBOf1d854wu8VgA6_rLOsh6Id4VE0OWdZF3zqbJ3 Scale = 1:31.2 2 3 4 5 6 7 8 12 11 10 1 9 3x6 3x6 3x4 3x4 3x8 3x8 3x8 17-3-8 17-3-8 1-9-13 1-9-13 15-5-11 13-7-14 17-3-8 1-9-13 -0-0-41-0-01-2-90-1-00-1-80-10-128.00 12 Plate Offsets (X,Y)-- [2:0-1-15,0-1-8], [3:0-3-0,Edge], [7:0-3-0,Edge], [8:0-1-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.16 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-3-8. (lb) - Max Horz 1=21(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 8, 11, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 2=270(LC 10), 8=270(LC 11), 11=300(LC 10), 12=290(LC 10), 10=290(LC 11) 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 and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 8, 11, 12, 10. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T01 Truss Type ROOF SPECIAL Qty 4 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980744 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:47 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-QePxOkgfOSDxY2iiDtdDNYx_tWXdprt9dAM6nVzqbJ2 Scale = 1:80.8 1 2 3 4 5 6 7 8 9 10 11 13 122223 3x6 4x6 3x6 4x10 3x4 5x6 5x6 4x10 3x4 2x4 2x4 6-3-8 6-3-8 13-8-8 7-5-0 20-0-0 6-3-8 -0-8-0 0-8-0 5-1-4 5-1-4 10-0-0 4-10-12 14-10-12 4-10-12 20-0-0 5-1-4 20-8-0 0-8-0 0-9-512-5-50-9-52-0-014.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-3-7,Edge], [10:0-3-7,Edge], [12:0-3-0,0-2-12], [13:0-3-0,0-2-12] 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-MSH 0.32 0.55 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.48 0.10 (loc) 12-13 12-13 10 l/defl >878 >503 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 No.2 *Except* 8-12,4-13: 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 or 4-10-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=865/0-3-8, 10=865/0-3-8 Max Horz 2=287(LC 5) Max Uplift 2=-75(LC 7), 10=-75(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1189/111, 4-6=-1114/292, 6-8=-1114/284, 8-10=-1189/122 BOT CHORD 2-13=-183/766, 12-13=-51/425, 10-12=-7/766 WEBS 6-12=-180/677, 8-12=-199/280, 6-13=-236/677, 4-13=-199/277 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) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T03 Truss Type Piggyback Base Qty 3 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980745 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:48 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-uqzKb3gH9mLo9BHunb8SwmT0QwnzXA1Jsq6gJxzqbJ1 Scale = 1:77.2 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 111819202122232425 3x6 5x6 3x6 5x6 3x4 3x8 3x4 3x6 2x4 3x12 3x4 3x6 3x6 4x8 4x6 3x8 10-10-12 10-10-12 21-9-0 10-10-4 32-7-4 10-10-4 43-2-0 10-6-12 -1-0-0 1-0-0 6-7-14 6-7-14 13-1-4 6-5-6 21-9-0 8-7-12 30-4-12 8-7-12 36-10-2 6-5-6 43-2-0 6-3-14 3-4-112-0-153-6-1212-0-158.00 12 Plate Offsets (X,Y)-- [5:0-3-12,0-1-12], [8:0-3-12,0-1-12], [11:0-2-12,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.91 0.87 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.72 0.10 (loc) 12-14 16-17 11 l/defl >999 >719 n/a L/d 240 180 n/a PLATES MT20 Weight: 224 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* 2-17,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-9 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 6-14, 8-14, 3-17, 9-11 REACTIONS.(lb/size)17=2131/0-5-8, 11=2069/Mechanical Max Horz 17=322(LC 5) Max Uplift 17=-151(LC 6), 11=-111(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-2142/360, 5-6=-1977/380, 6-8=-1977/380, 8-9=-2100/352, 2-17=-282/186 BOT CHORD 16-17=-310/1553, 14-16=-259/1635, 12-14=-134/1611, 11-12=-84/1490 WEBS 3-16=-96/417, 5-16=-43/332, 5-14=-203/680, 6-14=-540/284, 8-14=-204/717, 8-12=-35/278, 9-12=-98/462, 3-17=-2240/156, 9-11=-2244/198 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=151, 11=111. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980746 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:49 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-M0XipPhvw3UfnLs4LIfhSz0BCK7CGdIS4TrDsOzqbJ0 Scale = 1:78.0 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 132021222324252627 3x6 5x6 3x6 5x6 3x6 3x8 3x4 3x6 2x4 3x12 4x8 3x6 3x4 4x6 3x6 3x8 3x4 10-10-12 10-10-12 21-9-0 10-10-4 32-3-4 10-6-4 32-7-4 0-4-0 43-2-0 10-6-12 -1-0-0 1-0-0 6-7-14 6-7-14 13-1-4 6-5-6 21-9-0 8-7-12 30-4-12 8-7-12 36-10-2 6-5-6 43-2-0 6-3-14 44-6-0 1-4-0 3-4-112-0-153-6-1212-0-158.00 12 Plate Offsets (X,Y)-- [5:0-3-12,0-1-12], [8:0-3-12,0-1-12], [13:0-2-12,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.91 0.87 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.71 0.10 (loc) 14-16 18-19 13 l/defl >999 >720 n/a L/d 240 180 n/a PLATES MT20 Weight: 226 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* 2-19,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-11 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 3-19, 10-13, 5-16, 8-16 REACTIONS.(lb/size)19=2129/0-5-8, 13=2150/0-3-8 Max Horz 19=-313(LC 4) Max Uplift 19=-152(LC 6), 13=-161(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-2140/362, 5-6=-1974/383, 6-8=-1974/383, 8-10=-2093/358, 2-19=-282/186, 11-13=-279/199 BOT CHORD 18-19=-299/1552, 16-18=-248/1634, 14-16=-124/1607, 13-14=-49/1482 WEBS 3-18=-96/417, 6-16=-540/284, 5-18=-43/332, 3-19=-2238/159, 10-13=-2229/150, 5-16=-204/679, 8-16=-203/718, 8-14=-39/271, 10-14=-96/465 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=152, 13=161. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980747 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:50 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-qD540liXhNcWPVRHv?Aw?BZMRkSp?5?bJ7bnOqzqbJ? Scale = 1:76.5 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 1120212223 4x6 6x8 3x8 5x8 3x6 3x4 3x8 3x4 4x6 3x4 2x4 3x8 3x4 3x4 3x8 3x4 4x6 3x8 6-8-6 6-8-6 13-1-4 6-4-14 21-9-0 8-7-12 30-4-12 8-7-12 36-7-10 6-2-14 43-2-0 6-6-6 6-8-6 6-8-6 13-1-4 6-4-14 21-9-0 8-7-12 30-4-12 8-7-12 36-7-10 6-2-14 43-2-0 6-6-6 44-6-0 1-4-0 3-4-112-0-153-6-1212-0-158.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-1-8,0-1-8], [3:0-4-4,0-1-8], [6:0-5-8,0-1-12], [7:0-1-8,0-1-8], [9:0-3-0,0-1-8], [12:0-3-0,0-1-8], [18:0-2-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.94 0.91 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.48 0.09 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 234 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-18,7-12,1-19,9-11,1-18,9-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-15 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 4-15, 6-15 REACTIONS.(lb/size)19=1937/Mechanical, 11=2024/0-3-8 Max Horz 19=-322(LC 4) Max Uplift 19=-113(LC 6), 11=-160(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1918/265, 2-3=-2009/355, 3-4=-1893/383, 4-6=-1894/383, 6-7=-1977/356, 7-9=-1849/274, 1-19=-1879/245, 9-11=-1967/294 BOT CHORD 18-19=-272/307, 17-18=-280/1525, 15-17=-243/1587, 13-15=-119/1563, 12-13=-31/1464 WEBS 2-18=-496/132, 3-17=-24/301, 3-15=-215/620, 4-15=-535/284, 6-15=-213/654, 6-13=-27/256, 7-13=-155/276, 7-12=-544/114, 1-18=-115/1648, 9-12=-76/1616 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=113, 11=160. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980748 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:51 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-JPfSE5j9ShkN0f0TSji9YO5X97oHkXllYnKKwGzqbJ_ Scale = 1:99.4 2 3 4 5 6 7 8 9 10 11 12 1 23 22 21 20 19 18 17 16 15 14 13 30 31 32 33 34 35 3x6 5x6 8x8 5x6 3x6 5x6 3x6 2x4 2x4 2x4 3x4 6x8 2x4 2x4 2x4 2x4 3x8 2x4 3x8 3x8 3x4 3x6 6x8 3x4 2x4 2x4 3x4 8x8 10-10-8 13-10-8 1-4-8 1-4-8 1-6-15 0-2-7 1-9-13 0-2-13 2-10-8 1-0-11 7-11-14 5-1-6 13-9-0 5-9-2 15-3-0 1-6-0 21-9-0 6-6-0 21-10-12 0-1-12 22-9-14 0-11-2 32-7-4 9-9-6 43-2-0 10-6-12 1-6-15 1-6-15 1-9-13 0-2-13 2-10-8 1-0-11 7-11-14 5-1-6 13-1-4 5-1-6 13-9-0 0-7-12 15-3-0 1-6-0 21-9-0 6-6-0 21-10-12 0-1-12 22-9-14 0-11-2 30-4-12 7-6-14 36-10-2 6-5-6 43-2-0 6-3-14 44-6-0 1-4-0 4-2-712-0-153-6-121-4-012-0-158.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-2-0], [2:0-2-13,0-2-5], [4:0-4-4,0-2-4], [8:0-3-12,0-1-12], [16:0-4-0,0-2-4], [18:0-2-4,0-2-4], [19:0-2-8,0-1-8], [20:0-4-0,0-3-0] 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-SH 0.94 0.96 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.56 -0.95 0.17 (loc) 14-16 14-16 13 l/defl >914 >540 n/a L/d 240 180 n/a PLATES MT20 Weight: 258 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 1-23,20-22,3-19,11-13,25-28,26-29,16-18,2-20,2-19: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-9 max.): 4-8, 1-2. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-17, 10-13, 8-16, 6-16, 6-18 REACTIONS.(lb/size)23=1822/Mechanical, 13=2070/0-3-8 Max Horz 23=-331(LC 4) Max Uplift 23=-120(LC 6), 13=-160(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 21-23=-1798/211, 1-21=-1756/259, 2-3=-2265/292, 3-4=-2233/439, 4-5=-1793/356, 5-6=-1792/357, 6-8=-1809/380, 8-10=-2002/356, 11-13=-276/200, 1-2=-1060/213 BOT CHORD 20-21=-240/279, 19-20=-437/1079, 18-19=-282/1641, 14-16=-124/1524, 13-14=-47/1419 WEBS 3-19=-293/238, 10-13=-2138/146, 8-16=-199/579, 8-14=-35/320, 10-14=-96/440, 6-16=-497/323, 16-18=-247/1824, 4-19=-183/334, 4-18=-205/844, 1-20=-297/2025, 2-20=-1763/279, 2-19=-171/756 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=120, 13=160. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T07 Truss Type Piggyback Base Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980749 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:52 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-nbCqRRkoD_sEepbf0QDO4ceiOX7QT_?unR4tRizqbIz Scale = 1:105.0 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 30 31 32 33 34 35 3x6 2x4 6x8 5x6 3x6 5x6 3x6 2x4 2x4 2x4 4x6 6x8 2x4 2x4 2x4 2x4 3x8 2x4 3x8 3x8 3x6 6x8 3x4 3x4 3x4 2x4 2x4 2x4 10-10-8 13-10-8 1-4-8 1-4-8 2-10-8 1-6-0 7-11-14 5-1-6 13-9-0 5-9-2 15-3-0 1-6-0 21-10-12 6-7-12 22-9-14 0-11-2 32-7-4 9-9-6 43-2-0 10-6-12 1-4-8 1-4-8 2-10-8 1-6-0 5-0-15 2-2-7 7-11-14 2-10-15 13-1-4 5-1-6 13-9-0 0-7-12 15-3-0 1-6-0 21-10-12 6-7-12 22-9-14 0-11-2 30-4-12 7-6-14 36-10-2 6-5-6 43-2-0 6-3-14 44-6-0 1-4-0 6-6-712-0-153-6-121-4-012-0-158.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-2-9], [4:0-4-4,0-2-4], [8:0-3-12,0-1-12], [16:0-4-0,0-2-4], [18:0-2-4,0-2-4], [21:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.91 0.96 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.56 -0.95 0.22 (loc) 14-16 14-16 13 l/defl >912 >539 n/a L/d 240 180 n/a PLATES MT20 Weight: 260 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-19,11-13,16-18,20-22,25-28,26-29,2-19,2-21: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-9 max.): 1-2, 4-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 1-23, 5-17, 10-13, 8-16, 6-16, 6-18, 2-21 REACTIONS.(lb/size)23=1831/Mechanical, 13=2070/0-3-8 Max Horz 23=-357(LC 4) Max Uplift 23=-120(LC 6), 13=-159(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 21-23=-1806/213, 2-3=-2185/304, 3-4=-2206/413, 4-5=-1793/354, 5-6=-1793/355, 6-8=-1809/379, 8-10=-2002/355, 11-13=-276/200 BOT CHORD 20-21=-352/1638, 19-20=-352/1638, 18-19=-282/1644, 14-16=-124/1524, 13-14=-46/1420 WEBS 10-13=-2138/145, 8-16=-199/579, 8-14=-36/320, 10-14=-96/440, 4-19=-137/300, 16-18=-245/1825, 6-16=-497/322, 2-19=0/291, 2-21=-2300/286, 4-18=-209/841 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=120, 13=159. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980750 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:53 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-FomDfnkQ_I_5GzAra8kddpBtjxU8CRj2?5pR_9zqbIy Scale = 1:105.0 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 14 34 35 36 37 38 39 40 3x6 2x4 5x6 5x6 3x6 5x6 3x6 2x4 2x4 2x4 4x6 6x8 2x4 2x4 2x4 2x4 2x4 4x8 3x6 5x12 2x4 3x6 5x8 5x8 3x4 2x4 2x4 4x6 4x8 2x4 3x4 3x4 10-10-8 13-10-8 6-10-8 3-9-8 22-1-8 25-11-0 1-4-8 1-4-8 2-10-8 1-6-0 8-6-15 5-8-7 8-9-7 0-2-8 8-9-13 0-0-6 13-9-0 4-11-3 15-3-0 1-6-0 21-10-12 6-7-12 22-1-8 0-2-12 25-11-0 3-9-8 30-4-12 4-5-12 32-7-4 2-2-8 36-8-2 4-0-14 43-2-0 6-5-14 1-4-8 1-4-8 2-10-8 1-6-0 4-6-10 1-8-2 8-6-15 4-0-5 13-1-4 4-6-5 13-9-0 0-7-12 15-3-0 1-6-0 21-10-12 6-7-12 22-1-8 0-2-12 25-11-0 3-9-8 30-4-12 4-5-12 36-8-2 6-3-6 36-10-2 0-2-0 43-2-0 6-3-14 44-6-0 1-4-0 8-10-712-0-153-6-121-4-012-0-158.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-2-0,0-2-0], [4:0-4-4,0-2-4], [9:0-3-8,0-1-12], [15:0-2-8,0-2-4], [18:0-5-12,0-2-12], [19:0-4-12,0-3-0], [22:0-2-4,Edge], [23:0-3-0,0-1-8], [25:0-4-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.94 0.93 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.53 -1.02 0.28 (loc) 14-15 14-15 14 l/defl >970 >502 n/a L/d 240 180 n/a PLATES MT20 Weight: 299 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-25: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 12-14,24-26,29-32,30-33,19-22,15-18,3-23: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-4 max.): 1-3, 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-11-2 oc bracing: 15-17 2-2-0 oc bracing: 14-15. WEBS 1 Row at midpt 5-21, 11-14, 9-15, 2-25, 8-17, 6-20, 6-22, 3-23 2 Rows at 1/3 pts 1-27 REACTIONS.(lb/size)27=1896/Mechanical, 14=1951/0-3-8 Max Horz 27=-388(LC 4) Max Uplift 27=-233(LC 4), 14=-156(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 25-27=-1854/224, 2-3=-1864/291, 3-4=-2299/413, 4-5=-1747/355, 5-6=-1749/357, 6-8=-1785/380, 8-9=-1698/366, 9-11=-1831/359, 12-14=-286/196 BOT CHORD 24-25=-279/1027, 23-24=-279/1027, 22-23=-279/1613, 18-19=-205/1702, 14-15=-49/1307 WEBS 5-22=-282/165, 11-14=-1933/154, 9-18=-227/805, 2-25=-1922/272, 2-23=-152/1609, 11-15=-90/367, 4-23=-100/543, 4-22=-228/766, 8-18=-504/246, 6-19=-321/217, 19-22=-254/1771, 15-18=-116/1383, 8-19=-136/315, 3-23=-1514/326 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 27=233, 14=156. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980751 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:55 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-BAuz3TmgWvEoVGKEhZm5iEGDDl9fgMULTPIY21zqbIw Scale = 1:103.6 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 14 34 35 36 37 38 3x6 3x4 6x8 5x6 3x6 5x6 3x6 2x4 2x4 2x4 2x4 4x8 6x8 2x4 2x4 2x4 2x4 3x4 4x6 5x8 3x4 2x4 3x6 4x8 3x6 3x4 5x8 2x4 5x8 2x4 4x8 4x6 1-4-8 1-4-8 2-10-8 1-6-0 6-2-4 3-3-12 12-0-15 5-10-12 13-1-4 1-0-5 13-9-0 0-7-12 15-3-0 1-6-0 22-1-8 6-10-8 25-11-0 3-9-8 30-4-12 4-5-12 32-7-4 2-2-8 43-2-0 10-6-12 1-4-8 1-4-8 2-10-8 1-6-0 6-2-4 3-3-12 12-0-15 5-10-12 13-1-4 1-0-5 13-9-0 0-7-12 15-3-0 1-6-0 22-1-8 6-10-8 25-11-0 3-9-8 30-4-12 4-5-12 36-10-2 6-5-6 43-2-0 6-3-14 44-6-0 1-4-0 11-2-712-0-153-6-121-4-00-8-012-0-158.00 12 Plate Offsets (X,Y)-- [4:0-3-8,0-1-12], [9:0-3-8,0-1-12], [15:0-2-8,0-2-4], [18:0-5-12,0-2-12], [19:0-2-4,0-3-4], [22:0-2-4,Edge], [23:0-2-12,0-1-12], [25:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.94 0.93 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.66 -1.26 0.47 (loc) 23-24 23-24 14 l/defl >777 >408 n/a L/d 240 180 n/a PLATES MT20 Weight: 315 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-25: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 24-26,12-14,29-32,15-18,19-22,30-33: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-4 max.): 1-3, 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-11-2 oc bracing: 15-17 2-2-0 oc bracing: 14-15. 1 Row at midpt 6-19 WEBS 1 Row at midpt 5-21, 8-17, 11-14, 9-15, 6-22, 3-23 2 Rows at 1/3 pts 1-27, 2-25 REACTIONS.(lb/size)27=1893/Mechanical, 14=1932/0-3-8 Max Horz 27=-414(LC 4) Max Uplift 27=-339(LC 4), 14=-153(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 25-27=-1826/243, 2-3=-1701/312, 3-4=-2095/411, 4-5=-1697/354, 5-6=-1699/356, 6-8=-1752/376, 8-9=-1670/365, 9-11=-1808/358, 12-14=-286/196 BOT CHORD 24-25=-222/997, 23-24=-222/997, 22-23=-235/1613, 6-19=-287/204, 18-19=-185/1673, 14-15=-48/1291 WEBS 5-22=-273/158, 8-18=-495/228, 11-14=-1909/154, 11-15=-85/360, 8-19=-114/301, 15-18=-102/1364, 9-18=-212/783, 19-22=-230/1737, 3-23=-1361/318, 4-23=-94/776, 2-23=-109/1313, 2-25=-1790/368, 4-22=-292/491 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 27=339, 14=153. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980752 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:56 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-fNSLHonIHDMf7QvQFGHKFSpOy8Z5PplUh325aUzqbIv Scale = 1:106.9 1 2 3 4 5 6 7 8 9 10 11 12 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 36 37 38 39 40 3x6 4x6 6x8 6x6 6x6 6x8 5x6 3x6 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 5x12 2x4 3x6 5x8 3x4 3x8 3x4 4x6 2x4 2x4 2x4 2x4 6x8 2x4 5x8 2x4 3x6 4x6 10-10-8 13-10-8 1-4-8 1-4-8 2-10-8 1-6-0 7-10-14 5-0-6 8-3-12 0-4-14 13-9-0 5-5-4 15-3-0 1-6-0 15-6-5 0-3-5 17-1-6 1-7-1 22-1-8 5-0-2 25-11-0 3-9-8 26-7-11 0-8-11 31-11-13 5-4-2 37-5-11 5-5-13 43-2-0 5-8-5 1-4-8 1-4-8 2-10-8 1-6-0 7-10-14 5-0-6 8-3-12 0-4-14 13-9-0 5-5-4 15-6-5 1-9-5 17-1-6 1-7-1 19-7-7 2-6-1 22-1-8 2-6-1 25-0-10 2-11-2 25-11-0 0-10-6 26-7-11 0-8-11 31-11-13 5-4-2 37-5-11 5-5-13 43-2-0 5-8-5 44-6-0 1-4-0 10-9-1412-0-153-6-121-4-012-0-158.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-1-8], [4:0-3-8,0-1-12], [6:0-3-12,0-2-0], [8:0-3-0,0-1-8], [10:0-1-8,0-1-8], [11:0-3-0,0-1-12], [14:0-3-4,0-1-8], [15:0-4-0,0-2-4], [19:0-2-4,0-2-12], [20:0-3-4,0-2-12], [24:0-2-0,Edge], [25:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.94 0.66 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.50 0.30 (loc) 24-25 24-25 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 309 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 24-27: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 26-28,10-14,11-13,31-34,11-14,32-35,20-24,15-19,18-19: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-4 max.): 1-3, 4-6, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-15, 3-22, 5-21, 4-20, 7-17, 2-25 2 Rows at 1/3 pts 1-29 REACTIONS.(lb/size)29=2000/Mechanical, 13=1864/0-3-8 Max Horz 29=-410(LC 4) Max Uplift 29=-294(LC 4), 13=-182(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 27-29=-1945/230, 1-27=-1777/284, 1-2=-1375/269, 2-3=-1953/353, 3-4=-2435/468, 4-5=-1755/369, 5-6=-1753/368, 6-7=-2266/465, 7-8=-1855/363, 8-10=-1758/338, 10-11=-1602/258, 11-13=-1817/285 BOT CHORD 26-27=-183/338, 25-26=-183/338, 24-25=-226/1375, 19-20=-156/1700, 14-15=-27/1266 WEBS 10-14=-557/107, 11-14=-77/1453, 3-24=-1608/367, 20-24=-214/1735, 4-24=-190/1264, 7-19=-1488/348, 6-20=-108/368, 15-19=-79/1341, 6-19=-213/1000, 8-19=-162/919, 2-25=-1206/381, 1-25=-264/2098, 2-24=-145/902 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 29=294, 13=182. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T11 Truss Type Piggyback Base Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980753 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:57 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-7Z0jU8nw2XUWkaTdp_oZnfLZWYt38Gbdwjne7wzqbIu Scale = 1:109.1 1 2 3 4 5 6 7 8 9 10 11 12 26 25 24 23 22 21 20 19 18 17 16 15 14 133334353637 3x6 4x6 6x8 6x6 5x6 6x8 5x6 2x4 2x4 2x4 2x4 3x6 6x8 2x4 2x4 2x4 2x4 2x4 2x4 5x12 2x4 2x4 3x12 5x12 5x8 3x4 5x6 2x4 2x4 2x4 5x8 10-10-8 13-10-8 1-4-8 1-4-8 2-10-8 1-6-0 6-1-14 3-3-6 7-5-6 1-3-8 13-9-0 6-3-10 15-3-0 1-6-0 22-1-8 6-10-8 25-11-0 3-9-8 35-5-13 9-6-13 43-2-0 7-8-3 1-4-8 1-4-8 2-10-8 1-6-0 6-1-14 3-3-6 7-5-6 1-3-8 12-0-5 4-6-14 13-9-0 1-8-11 15-3-0 1-6-0 17-1-6 1-10-6 22-1-8 5-0-2 25-0-10 2-11-2 25-11-0 0-10-6 30-1-11 4-2-11 35-5-13 5-4-2 43-2-0 7-8-3 44-6-0 1-4-0 8-5-1412-0-153-6-121-4-012-0-158.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-1-8], [3:0-3-14,0-2-10], [5:0-3-12,0-2-0], [7:0-3-8,0-1-12], [9:0-3-14,0-2-7], [11:0-3-8,0-1-8], [14:0-6-0,0-2-4], [17:0-2-4,0-3-0], [18:0-4-4,0-2-12], [21:0-2-4,Edge], [22:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.95 0.80 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.85 0.20 (loc) 21-22 14-16 13 l/defl >999 >606 n/a L/d 240 180 n/a PLATES MT20 Weight: 298 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 21-24: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 23-25,27-28,3-21,11-13,11-14,29-31,28-32,18-21,2-22: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-2 max.): 1-3, 5-7, 9-10. BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing. WEBS 1 Row at midpt 1-26, 4-20, 6-19, 8-16, 3-21, 9-17, 9-14, 11-13, 5-18, 3-22 REACTIONS.(lb/size)26=1878/Mechanical, 13=1758/0-3-8 Max Horz 26=-381(LC 4) Max Uplift 26=-201(LC 4), 13=-191(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 24-26=-1835/216, 1-24=-1739/254, 1-2=-1416/240, 2-3=-1419/241, 3-4=-2345/406, 4-5=-2280/460, 5-6=-1688/375, 6-7=-1685/374, 7-8=-2070/470, 8-9=-2120/404, 9-10=-1287/282, 10-11=-1666/273, 11-13=-1702/292 BOT CHORD 23-24=-219/334, 22-23=-219/334, 21-22=-260/2170, 17-18=-127/1630 WEBS 3-21=-690/185, 7-18=-128/377, 7-17=-229/855, 14-17=-119/1837, 9-17=-496/198, 9-14=-1171/177, 10-14=0/506, 11-14=-38/1361, 18-21=-198/1666, 5-21=-167/1088, 2-22=-392/210, 1-22=-253/2130, 3-22=-1168/198 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 26=201, 13=191. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T12 Truss Type PIGGYBACK BASE Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980754 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:58 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-bla6iUoYpqcNMk2pNhKoKtukayAGtjSn9NXCfMzqbIt Scale = 1:84.9 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 1424 31 32 33 34 3x4 8x8 6x8 6x6 5x6 3x6 2x4 2x4 6x10 2x4 2x4 2x4 2x4 2x4 2x4 3x8 4x10 3x6 5x12 4x10 2x4 5x12 2x4 8x8 3x6 13-10-8 1-4-8 1-4-8 10-1-10 8-9-2 15-3-0 5-1-6 16-11-0 1-8-0 20-11-8 4-0-8 31-5-8 10-6-0 42-2-0 10-8-8 1-4-8 1-4-8 5-0-5 3-7-13 10-1-10 5-1-6 15-3-0 5-1-6 17-1-6 1-10-6 20-11-8 3-10-2 25-0-10 4-1-2 33-6-1 8-5-7 42-2-0 8-7-15 43-2-0 1-0-0 3-9-1412-0-150-8-03-0-012-0-158.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-8], [3:0-4-0,0-2-9], [6:0-3-8,0-1-12], [8:0-3-12,0-2-0], [14:0-4-4,0-2-0], [17:0-5-8,0-2-12], [18:0-4-4,0-3-0], [20:0-2-0,0-2-0], [21:0-4-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.93 1.00 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.43 -1.15 0.23 (loc) 14-16 14-16 12 l/defl >999 >438 n/a L/d 240 180 n/a PLATES MT20 Weight: 237 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-24,7-16,14-17,8-17,8-14,18-20,6-18,6-17: 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 (3-9-13 max.): 1-3, 6-8. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 5-24, 7-16, 3-21, 8-14 REACTIONS.(lb/size)23=1645/Mechanical, 12=1789/0-3-8 Max Horz 23=-318(LC 4) Max Uplift 23=-139(LC 6), 12=-171(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-1603/218, 1-2=-621/124, 2-3=-627/108, 3-4=-2518/338, 4-5=-2679/373, 5-6=-2634/450, 6-7=-2036/351, 7-8=-2038/353, 8-10=-2398/439, 10-12=-2513/328 BOT CHORD 22-23=-216/280, 20-21=-255/2400, 17-18=-96/1951, 12-14=-144/2008 WEBS 3-21=-2244/318, 3-20=-434/158, 4-20=-470/110, 14-17=-0/1790, 8-17=-160/801, 8-14=-203/387, 10-14=-429/290, 18-20=-138/2193, 4-18=-20/254, 6-18=-214/1138, 6-17=-149/364, 1-21=-215/1712 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=139, 12=171. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T13 Truss Type PIGGYBACK BASE Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980755 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:25:59 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-4x7UvqpBZ8kE_ud?wOr1s4RuiMarcE2wO1GlBozqbIs Scale = 1:81.9 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 1428 29 30 31 32 4x6 2x4 8x10 3x6 6x6 5x6 3x6 2x4 8x8 2x4 2x4 3x6 4x10 3x6 5x12 4x10 2x4 6x16 3x6 2x4 5x6 2x4 1-6-5 1-6-5 9-3-13 7-9-9 14-11-0 5-7-3 16-11-0 2-0-0 20-11-8 4-0-8 31-5-8 10-6-0 42-2-0 10-8-8 1-6-5 1-6-5 9-3-13 7-9-9 14-11-0 5-7-3 17-1-6 2-2-6 20-11-8 3-10-2 25-0-10 4-1-2 33-6-1 8-5-7 42-2-0 8-7-15 43-2-0 1-0-0 1-5-1412-0-150-8-03-0-012-0-158.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-3-13], [6:0-3-8,0-1-12], [8:0-3-12,0-2-0], [12:0-0-0,0-1-13], [14:0-4-4,0-2-0], [17:0-4-4,0-2-8], [18:0-2-0,0-4-0], [20:0-2-4,0-3-0], [21:0-2-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.97 0.72 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.41 -1.10 0.22 (loc) 14-16 14-16 12 l/defl >999 >459 n/a L/d 240 180 n/a PLATES MT20 Weight: 229 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6,8-9,2-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 19-20,15-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-22,2-21,3-21,3-18,10-14,2-22,19-23: 2x4 SPF-S Stud 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 (3-8-4 max.): 1-2, 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-16, 3-21, 8-14, 5-20 REACTIONS.(lb/size)22=1737/Mechanical, 12=1844/0-3-8 Max Horz 22=-289(LC 4) Max Uplift 22=-114(LC 6), 12=-159(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2534/277, 3-5=-3159/329, 5-6=-3096/396, 6-7=-2169/320, 7-8=-2170/321, 8-10=-2493/416, 10-12=-2608/305 BOT CHORD 21-22=-274/1894, 17-18=-64/2093, 12-14=-124/2086 WEBS 3-21=-1160/138, 18-21=-134/2336, 3-18=0/694, 6-17=-165/343, 14-17=0/1888, 8-17=-140/889, 8-14=-209/353, 10-14=-425/289, 2-22=-2459/413, 6-18=-159/1404 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=114, 12=159. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T14 Truss Type PIGGYBACK BASE Qty 2 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980756 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:00 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-Y8hs7AqpKSs5c1CCU6MGPIz4Xmt5Lky4ch0IjFzqbIr Scale = 1:78.2 1 2 3 4 5 6 7 8 9 10 1112 17 16 15 14 13262728293031 32 33 3x6 5x8 5x8 3x6 8x8 3x6 3x8 4x6 2x4 3x4 4x6 2x4 3x8 8x8 3x6 10-7-12 10-7-12 21-1-0 10-5-4 31-6-4 10-5-4 42-2-0 10-7-12 -1-0-0 1-0-0 8-7-15 8-7-15 17-1-6 8-5-7 25-0-10 7-11-4 33-6-1 8-5-7 42-2-0 8-7-15 43-2-0 1-0-0 0-8-012-0-150-8-012-0-158.00 12 Plate Offsets (X,Y)-- [6:0-5-8,0-1-12], [7:0-5-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.90 0.85 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.41 -0.69 0.13 (loc) 13-15 13-15 11 l/defl >999 >732 n/a L/d 240 180 n/a PLATES MT20 Weight: 180 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-17,9-13: 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 or 3-8-6 oc purlins, except 2-0-0 oc purlins (2-11-8 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 7-13 REACTIONS.(lb/size)2=2054/0-3-8, 11=2054/0-3-8 Max Horz 2=-268(LC 4) Max Uplift 2=-171(LC 6), 11=-171(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2981/332, 4-6=-2860/441, 6-7=-1902/334, 7-9=-2860/441, 9-11=-2981/332 BOT CHORD 2-17=-179/2391, 15-17=-77/1812, 13-15=0/1812, 11-13=-146/2391 WEBS 4-17=-408/291, 6-17=-179/947, 6-15=-69/436, 7-15=-69/436, 7-13=-179/947, 9-13=-408/291 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=171, 11=171. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T15 Truss Type PIGGYBACK BASE Qty 2 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980757 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:01 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-0KFEKWrR5l_yDBnO2ptVyVWEG9DL4B9DrLlsGhzqbIq Scale = 1:77.7 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12252627282930 31 32 3x6 5x8 5x8 3x6 3x12 8x8 3x6 4x6 2x4 3x4 8x8 3x6 4x6 2x4 3x12 10-7-12 10-7-12 17-1-6 6-5-10 21-1-0 3-11-10 25-0-10 3-11-10 31-6-4 6-5-10 42-2-0 10-7-12 -1-0-0 1-0-0 8-7-15 8-7-15 17-1-6 8-5-7 25-0-10 7-11-4 33-6-1 8-5-7 42-2-0 8-7-15 0-8-012-0-150-8-012-0-158.00 12 Plate Offsets (X,Y)-- [6:0-5-8,0-1-12], [7:0-5-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.90 0.85 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.41 -0.69 0.12 (loc) 14-16 14-16 11 l/defl >999 >732 n/a L/d 240 180 n/a PLATES MT20 Weight: 179 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-16,9-12: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except 2-0-0 oc purlins (2-11-6 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 7-12 REACTIONS.(lb/size)11=2000/0-3-8, 2=2055/0-3-8 Max Horz 2=276(LC 5) Max Uplift 11=-135(LC 7), 2=-171(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2982/332, 4-6=-2861/442, 6-7=-1903/335, 7-9=-2865/444, 9-11=-2985/334 BOT CHORD 2-16=-191/2392, 14-16=-85/1813, 12-14=-23/1813, 11-12=-179/2395 WEBS 4-16=-408/291, 6-16=-179/947, 6-14=-69/437, 7-14=-69/436, 7-12=-182/952, 9-12=-410/293 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=135, 2=171. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T16 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980758 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:02 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-UWpcXsr3s36prLMacXOkUj3SKZXcpVON4?VPo7zqbIp Scale = 1:78.9 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 23 22 21 20 19 18 17 163233 6x8 3x6 5x8 3x6 2x4 3x4 6x16 2x4 2x4 3x16 MT18HS 4x6 4x8 6x16 3x4 4x10 3x6 3x8 2x4 8x8 3x6 5x6 2-2-4 2-2-4 4-2-0 1-11-12 12-2-8 8-0-8 22-1-8 9-11-0 30-8-11 8-7-3 42-2-0 11-5-5 -1-0-0 1-0-0 2-2-4 2-2-4 4-2-0 1-11-12 11-5-5 7-3-5 12-2-8 0-9-3 18-4-9 6-2-1 24-6-10 6-2-1 30-8-11 6-2-1 36-4-2 5-7-6 42-2-0 5-9-14 43-2-0 1-0-0 0-8-08-1-48-3-80-8-08-1-48.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [5:0-1-8,0-1-8], [6:0-4-9,Edge], [18:0-4-9,0-1-12], [20:0-8-0,0-2-0], [21:0-9-0,0-4-4], [23:0-3-8,0-2-0] 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-MSH 0.76 0.97 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.43 -0.89 0.22 (loc) 16-18 18-19 14 l/defl >999 >566 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 202 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-21,17-19: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-20,18-20,8-20,8-18,10-16: 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 (3-7-13 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 16-18. WEBS 1 Row at midpt 5-20, 8-20, 8-18, 10-16 REACTIONS.(lb/size)2=1678/0-3-8, 14=1714/0-3-8 Max Horz 2=177(LC 5) Max Uplift 2=-145(LC 6), 14=-144(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2239/291, 4-5=-3297/448, 5-6=-2376/371, 6-7=-2009/371, 7-8=-2003/372, 8-10=-2309/393, 10-11=-1821/335, 11-12=-2271/351, 12-14=-2476/375 BOT CHORD 2-23=-263/1735, 20-21=-438/2850, 16-18=-248/2256, 14-16=-203/1988 WEBS 5-21=0/486, 7-20=-319/194, 4-23=-897/144, 21-23=-279/1835, 4-21=-190/1210, 5-20=-994/247, 6-20=-198/1140, 18-20=-311/2198, 8-20=-561/204, 10-16=-779/240, 11-16=-63/898 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=145, 14=144. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T17 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980759 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:03 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-yjN_lCshdNEgTVxm9Evz1wbbHzw4Y2zWIfEzKazqbIo Scale = 1:77.2 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 132526 27 28 3x6 5x6 5x6 3x6 6x8 2x4 3x4 5x12 2x4 2x4 3x16 MT18HS 6x8 3x6 5x12 2x4 3x6 2x4 5x12 4-2-0 4-2-0 12-2-8 8-0-8 21-1-0 8-10-8 32-0-8 10-11-8 42-2-0 10-1-8 -1-0-0 1-0-0 4-2-0 4-2-0 12-2-8 8-0-8 14-11-5 2-8-13 21-1-0 6-1-11 27-2-11 6-1-11 34-7-2 7-4-6 42-2-0 7-6-14 0-8-010-5-410-7-80-8-010-5-48.00 12 Plate Offsets (X,Y)-- [3:0-1-8,0-1-8], [6:0-3-0,0-1-8], [8:0-3-0,0-1-8], [12:0-3-13,Edge], [17:0-5-12,0-2-8], [20:Edge,0-4-2], [20:0-1-12,0-0-0] 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-MSH 0.87 0.83 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.66 -1.08 0.17 (loc) 13-15 13-15 12 l/defl >761 >468 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 209 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 19-20: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,10-13,2-20: 2x4 SPF-S Stud 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 (3-10-11 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 3-17, 7-15 REACTIONS.(lb/size)20=1731/0-3-8, 12=1821/0-3-8 Max Horz 20=248(LC 5) Max Uplift 20=-167(LC 6), 12=-127(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3104/417, 3-5=-2421/355, 5-6=-2336/489, 6-7=-1904/362, 7-8=-1907/363, 8-10=-2580/408, 10-12=-2731/343, 2-20=-1679/264 BOT CHORD 17-18=-327/2592, 13-15=-69/1717, 12-13=-197/2188 WEBS 3-18=0/324, 5-17=-312/251, 3-17=-706/234, 15-17=-159/1604, 6-17=-239/772, 6-15=-156/543, 7-15=-423/210, 8-13=-108/809, 10-13=-303/244, 8-15=-155/497, 2-18=-319/2435 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=167, 12=127. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T18 Truss Type Hip Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980760 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:04 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-QvxNyYtJOgMX4fWzjyRCZ88quNHMHSQfXJ_Ws0zqbIn Scale = 1:89.1 12 3 4 5 6 7 8 9 10 11 12 13 14 15 25 24 23 22 21 20 19 18 17 16343536 3x6 6x8 5x6 3x6 5x8 3x6 2x4 3x6 6x10 2x4 2x4 3x6 4x6 3x8 6x10 3x6 3x6 5x6 3x8 3x4 3x6 2x4 5x8 3x8 4x6 2-2-4 2-2-4 4-2-0 1-11-12 8-2-4 4-0-4 12-2-8 4-0-4 18-5-5 6-2-13 23-8-11 5-3-7 34-6-4 10-9-9 42-2-0 7-7-12 -1-0-0 1-0-0 2-2-4 2-2-4 4-2-0 1-11-12 8-2-4 4-0-4 12-2-8 4-0-4 18-5-5 6-2-13 23-8-11 5-3-7 29-9-10 6-0-15 35-10-9 6-0-15 42-2-0 6-3-7 0-8-012-9-412-11-80-8-012-9-48.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [9:0-2-12,0-0-8], [11:0-1-12,0-1-8], [15:0-5-0,0-2-1], [19:0-3-0,0-2-4], [21:0-3-12,0-2-4], [23:0-7-4,0-4-8], [25:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.62 0.76 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.55 -1.03 0.21 (loc) 16-18 16-18 15 l/defl >913 >490 n/a L/d 240 180 n/a PLATES MT20 Weight: 232 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 12-15: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 17-20,15-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 5-24,4-25,4-23,5-22,7-22,7-21,19-21,13-16: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-10 oc purlins, except 2-0-0 oc purlins (4-5-10 max.): 9-10. BOT CHORD Rigid ceiling directly applied or 9-11-12 oc bracing. WEBS 1 Row at midpt 8-20, 9-21, 9-18, 11-18 REACTIONS.(lb/size)2=1760/0-3-8, 15=1790/0-3-8 Max Horz 2=294(LC 5) Max Uplift 2=-177(LC 6), 15=-141(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2370/271, 4-5=-3451/404, 5-7=-2761/349, 7-8=-2420/364, 8-9=-2442/497, 9-10=-1562/341, 10-11=-1975/360, 11-13=-2664/389, 13-15=-2765/311 BOT CHORD 2-25=-237/1852, 22-23=-349/2924, 21-22=-198/2247, 18-19=-27/1514, 16-18=-104/1884, 15-16=-184/2210 WEBS 5-23=-47/563, 8-21=-274/206, 4-25=-981/141, 23-25=-253/1972, 4-23=-120/1162, 5-22=-771/172, 7-22=-5/355, 7-21=-447/116, 19-21=-29/1421, 9-21=-280/974, 9-18=-143/306, 10-18=-74/739, 11-18=-559/232, 11-16=-81/577 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=177, 15=141. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T19 Truss Type COMMON Qty 4 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980761 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:05 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-u5VlAtux9_VOip59HfyR6Lg2Qncs02Bpmzj3PSzqbIm Scale = 1:37.1 1 2 3 4 5 6 7 817 18 4x8 3x4 4x8 3x4 2x4 4x6 7-11-4 7-11-4 15-10-8 7-11-4 -1-0-0 1-0-0 7-11-4 7-11-4 15-10-8 7-11-4 16-10-8 1-0-0 0-8-05-11-80-8-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-3-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.45 0.81 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.25 0.04 (loc) 8-11 8-11 2 l/defl >999 >759 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=750/0-3-8, 6=750/0-3-8 Max Horz 2=125(LC 5) Max Uplift 2=-91(LC 6), 6=-91(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-837/110, 4-6=-837/110 BOT CHORD 2-8=0/616, 6-8=0/616 WEBS 4-8=0/423 NOTES-(6-9) 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) 2, 6. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T20 Truss Type Half Hip Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980762 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:05 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-u5VlAtux9_VOip59HfyR6LgwJnjw05opmzj3PSzqbIm Scale = 1:42.9 1 2 3 4 6 57 3x4 3x6 3x6 3x8 3x6 3-4-0 3-4-0 5-8-8 2-4-8 -1-4-0 1-4-0 3-4-0 3-4-0 5-8-8 2-4-8 2-9-57-0-67-2-116-8-140-3-87-0-616.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-1-8], [3:0-2-1,0-1-8], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.90 0.36 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.12 0.00 (loc) 5-6 5-6 5 l/defl >942 >524 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 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 5-8-8 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=364/0-3-8, 5=294/0-1-8 Max Horz 6=224(LC 5) Max Uplift 6=-54(LC 4), 5=-147(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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 5=147. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T21 Truss Type Half Hip Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980763 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:06 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-MI37NDuawIdEKyfLrNTgfZDA0A0SlY2y?dTdxuzqbIl Scale = 1:56.2 1 2 3 4 6 57 4x6 3x6 3x8 4x8 3x6 5-1-0 5-1-0 5-8-8 0-7-8 -1-4-0 1-4-0 5-1-0 5-1-0 5-8-8 0-7-8 2-9-59-4-69-6-119-0-140-3-89-4-616.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-12], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.58 0.53 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.10 -0.13 0.00 (loc) 5-6 5-6 5 l/defl >624 >500 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.(lb/size)6=364/0-3-8, 5=294/0-1-8 Max Horz 6=294(LC 5) Max Uplift 6=-118(LC 4), 5=-231(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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=118, 5=231. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T22 Truss Type PIGGYBACK BASE Qty 4 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980764 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:07 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-rUcVbZvChbl5x6EYO4_vBmmGYaFDUnP6DHCATLzqbIk Scale = 1:88.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15252627282930 3x6 5x6 3x6 5x6 3x6 3x8 6x8 4x6 2x4 3x4 3x4 3x6 2x4 4x8 3x6 4x8 5x6 5x8 3x4 5x8 2x4 2x4 10-10-12 10-10-12 21-1-2 10-2-6 21-7-4 0-6-2 29-1-0 7-5-12 35-11-6 6-10-6 41-6-0 5-6-10 43-2-0 1-8-0 -1-0-0 1-0-0 6-7-14 6-7-14 13-1-4 6-5-6 21-1-2 7-11-14 21-7-4 0-6-2 29-1-0 7-5-12 30-4-12 1-3-12 35-11-6 5-6-10 41-6-0 5-6-10 43-2-0 1-8-0 44-6-0 1-4-0 3-4-112-0-153-6-120-8-012-0-158.00 12 Plate Offsets (X,Y)-- [5:0-3-12,0-1-12], [9:0-3-12,0-2-0], [11:0-3-0,Edge], [13:0-2-12,0-2-0], [17:0-2-8,Edge], [18:0-2-0,0-2-0], [19:0-2-8,Edge], [21:0-4-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.92 0.94 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.56 -0.92 0.13 (loc) 21-23 21-23 15 l/defl >913 >558 n/a L/d 240 180 n/a PLATES MT20 Weight: 258 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-24: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 12-16,10-18,12-18,2-24,13-15,13-17,19-21: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-24, 5-21, 6-21, 9-18, 8-20, 6-19 REACTIONS.(lb/size)15=1914/0-3-8, 24=2048/0-5-8 Max Horz 24=-314(LC 4) Max Uplift 15=-164(LC 7), 24=-152(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-2045/362, 5-6=-1806/384, 6-8=-1618/357, 8-9=-1620/356, 9-10=-1951/433, 10-12=-1937/291, 12-13=-904/192, 2-24=-279/187, 13-15=-1883/278 BOT CHORD 23-24=-298/1486, 21-23=-249/1546, 18-19=-133/1524, 17-18=-5/693 WEBS 12-17=-1271/129, 3-23=-97/394, 5-23=-39/381, 10-18=-333/225, 12-18=-41/1008, 3-24=-2145/157, 5-21=-202/541, 6-21=-272/274, 13-17=-119/1483, 9-19=-238/926, 19-21=-240/1735, 6-19=-443/146 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=164, 24=152. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T24 Truss Type Common Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980765 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:08 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-JgAtovwqSvtyZGpkynV8k_IY__lADRaFSxyk0nzqbIj Scale = 1:69.6 1 2 3 4 5 8 7 6 4x6 2x4 2x4 3x8 5x6 5x6 6-1-8 6-1-8 12-5-0 6-3-8 -1-4-0 1-4-0 6-1-8 6-1-8 12-5-0 6-3-8 13-7-0 1-2-0 4-2-1211-4-84-0-714.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [3:Edge,0-1-14], [4:0-3-4,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.49 0.26 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS.(lb/size)8=530/0-3-8, 6=518/0-3-8 Max Horz 8=314(LC 5) Max Uplift 8=-83(LC 7), 6=-82(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-333/194, 3-4=-337/189, 2-8=-478/159, 4-6=-465/157 BOT CHORD 7-8=-292/299 NOTES-(6-9) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T25 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980766 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:08 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-JgAtovwqSvtyZGpkynV8k_IQZ_hODQ3FSxyk0nzqbIj Scale = 1:46.0 1 2 3 4 5 8 7 69101112 5x6 4x8 3x4 4x6 4x8 3x4 3x8 7-6-0 7-6-0 15-0-0 7-6-0 -1-4-0 1-4-0 4-9-2 4-9-2 10-2-14 5-5-11 15-0-0 4-9-2 2-6-117-10-138-1-52-3-30-3-82-6-117-10-1314.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-7], [4:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.96 0.56 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.33 0.01 (loc) 6-7 6-7 6 l/defl >999 >533 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-7,4-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS.(lb/size)8=805/0-3-8, 6=681/0-1-8 Max Horz 8=235(LC 5) Max Uplift 8=-74(LC 6), 6=-37(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-594/140, 3-4=-341/161, 2-8=-624/192 BOT CHORD 7-8=-135/281, 6-7=-77/289 WEBS 4-6=-440/155 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) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss T26 Truss Type Hip Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980767 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:10 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-F3IeDby4_W7goaz74CXcpPOonoQphKaYvFRq4gzqbIh Scale = 1:63.1 1 2 3 4 5 6 9 8 7 4x6 3x6 6x6 3x4 6x6 2x4 3x8 3x6 7-0-9 7-0-9 7-6-0 0-5-7 15-0-0 7-6-0 -1-4-0 1-4-0 7-0-9 7-0-9 7-6-0 0-5-7 7-11-7 0-5-7 15-0-0 7-0-9 2-6-1110-6-1310-9-52-3-30-3-82-6-1110-6-1314.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-4], [3:0-3-14,Edge], [5:0-3-4,0-1-15], [6:0-3-4,0-1-4], [7:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.85 0.37 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 -0.00 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 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* 4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=628/0-3-8, 7=540/0-1-8 Max Horz 9=299(LC 5) Max Uplift 9=-72(LC 6), 7=-60(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-471/147, 5-6=-464/137, 2-9=-564/166, 6-7=-476/122 BOT CHORD 8-9=-333/294 WEBS 4-8=-4/265, 2-8=-108/264 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) * 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 7. 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.). January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 FISCHER OBF-073 Job Reference (optional) I35980768 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:11 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-jFs0QxyilqFXQkYJdw3rMcw2RBklQfCh8vAOc6zqbIg Scale = 1:69.6 1 2 3 4 7 6 589 10 4x6 4x6 3x8 3x8 12x12 4x6 6-1-8 6-1-8 12-5-0 6-3-8 -1-4-0 1-4-0 6-1-8 6-1-8 12-5-0 6-3-8 4-2-1211-4-84-0-714.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-12], [3:0-2-12,0-2-0], [4:0-2-12,0-1-12], [5:0-4-12,0-1-8], [6:0-6-0,0-7-12], [7:0-4-12,0-1-8] 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-SH 0.54 0.46 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.13 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 210 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-6,4-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS.(lb/size)7=3747/0-3-8, 5=7280/0-3-8 Max Horz 7=322(LC 4) Max Uplift 7=-2150(LC 6), 5=-2349(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3228/1826, 3-4=-3228/1828, 2-7=-3864/2072, 4-5=-3652/2022 BOT CHORD 6-7=-312/270 WEBS 3-6=-2615/4427, 2-6=-1385/2362, 4-6=-1363/2242 NOTES-(9-12) 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: 2x10 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=2150, 5=2349. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3897 lb down and 3940 lb up at 5-10-11, 2049 lb down and 140 lb up at 7-9-15, and 2049 lb down and 140 lb up at 9-9-15, and 2055 lb down and 137 lb up at 11-9-15 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 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 FISCHER OBF-073 Job Reference (optional) I35980768 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:11 2019 Page 2 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-jFs0QxyilqFXQkYJdw3rMcw2RBklQfCh8vAOc6zqbIg 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, 5-7=-20 Concentrated Loads (lb) Vert: 6=-3897(F) 8=-2049(F) 9=-2049(F) 10=-2055(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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980769 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:12 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-BSQOeHzKW8NO2t7VBda4uqTHzb5G91rrNZwx9YzqbIf Scale = 1:62.0 1 2 3 4 5 6 7 8 12 11 10 91314151617181920 5x6 4x6 4x6 5x6 5x6 5x6 2x4 3x4 8x8 8x8 5-8-11 5-8-11 6-6-10 0-9-15 12-5-0 5-10-6 -1-4-0 1-4-0 3-7-1 3-7-1 5-8-11 2-1-9 6-6-10 0-9-15 8-6-5 1-11-11 12-5-0 3-10-11 13-7-0 1-2-0 4-2-128-5-08-6-1410-2-64-0-710-2-614.00 12 10.00 12 9.85 12 Plate Offsets (X,Y)-- [3:0-2-12,0-2-0], [4:0-4-4,0-2-0], [5:0-4-4,0-2-0], [6:0-2-12,0-2-4], [9:Edge,0-4-12], [10:0-3-0,0-2-12], [11:0-3-0,0-2-12], [12:Edge,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.30 0.44 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 0.07 -0.01 (loc) 11-12 11-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-11,2-12,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 7-3-4 oc bracing. WEBS 1 Row at midpt 3-11, 3-12, 6-9 REACTIONS.(lb/size)12=978/0-3-8, 9=961/0-3-8 Max Horz 12=282(LC 4) Max Uplift 12=-1243(LC 6), 9=-1190(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-99/308, 3-4=-522/957, 4-5=-387/753, 5-6=-519/954, 6-7=-111/302, 2-12=-201/329, 7-9=-203/318 BOT CHORD 11-12=-588/522, 10-11=-698/606, 9-10=-535/466 WEBS 3-11=-631/547, 4-11=-599/344, 5-10=-585/333, 6-10=-616/537, 3-12=-1016/1196, 6-9=-1005/1187 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; 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) * 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) 12=1243, 9=1190. 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) 236 lb down and 436 lb up at 3-7-1, 251 lb down and 307 lb up at 5-2-4, 301 lb down and 453 lb up at 5-8-11, 115 lb down and 146 lb up at 6-2-8, 129 lb down and 233 lb up at 6-6-10, and 253 lb down and 308 lb up at 7-1-3, and 230 lb down and 407 lb up at 8-6-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980769 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:12 2019 Page 2 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-BSQOeHzKW8NO2t7VBda4uqTHzb5G91rrNZwx9YzqbIf LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 4-5=-54, 5-6=-54, 6-7=-54, 7-8=-54, 12-13=-20, 13-15=-60, 15-18=-20, 18-20=-60, 9-20=-20 Concentrated Loads (lb) Vert: 11=-171(B) 10=-65(B) 14=-71(B) 16=-138(B) 17=-142(B) 19=-91(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss TG03 Truss Type Common Girder Qty 1 Ply 3 FISCHER OBF-073 Job Reference (optional) I35980770 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:13 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-fe_mrd_zGRVFf1ihlL5JR10NL?QYubq_cCfUh_zqbIe Scale = 1:75.1 1 2 3 4 5 8 7 6910111213141516 17 18 19 20 21 6x10 4x8 6x10 6x8 10x10 2x4 10x10 2x4 6-8-7 6-8-7 13-3-9 6-7-2 20-0-0 6-8-7 5-0-11 5-0-11 10-0-0 4-11-5 14-11-5 4-11-5 20-0-0 5-0-11 0-9-512-5-50-9-514.00 12 Plate Offsets (X,Y)-- [1:0-2-3,0-1-11], [3:0-2-12,0-2-0], [5:0-2-3,0-1-11], [6:0-5-0,0-5-12], [8:0-5-0,0-5-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.58 0.44 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.22 0.02 (loc) 6-8 6-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 424 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-6,2-8: 2x4 SPF-S Stud WEDGE Left: 2x10 SP No.2, Right: 2x10 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=10040/0-3-8, 5=9899/0-3-8 Max Horz 1=290(LC 4) Max Uplift 1=-1066(LC 6), 5=-1094(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9339/1177, 2-3=-9070/1290, 3-4=-8969/1301, 4-5=-9239/1187 BOT CHORD 1-8=-785/5796, 6-8=-506/3968, 5-6=-667/5731 WEBS 3-6=-1028/6771, 4-6=-126/309, 3-8=-1003/7015, 2-8=-126/307 NOTES-(9-12) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 1=1066, 5=1094. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2047 lb down and 142 lb up at 1-1-15, 1781 lb down and 149 lb up at 3-1-15, 1783 lb down and 148 lb up at 5-1-15, 1870 lb down and 245 lb up at 7-1-15, 1833 lb down and 351 lb up at 9-1-15, 1935 lb down and 309 lb up at 11-1-15, 1858 lb down and 213 lb up at 13-1-15, 1666 lb down and 193 lb up at 15-1-15, and 1613 lb down and 149 lb up at 17-1-15, and 1720 lb down and 124 lb up at 19-1-15 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 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss TG03 Truss Type Common Girder Qty 1 Ply 3 FISCHER OBF-073 Job Reference (optional) I35980770 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:13 2019 Page 2 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-fe_mrd_zGRVFf1ihlL5JR10NL?QYubq_cCfUh_zqbIe LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 1-10=-20, 10-12=-60, 12-14=-20, 14-17=-60, 17-18=-20, 18-20=-60, 5-20=-20 Concentrated Loads (lb) Vert: 6=-1858(B) 9=-2047(B) 10=-1781(B) 11=-1783(B) 13=-1870(B) 15=-1833(B) 16=-1935(B) 19=-1666(B) 20=-1613(B) 21=-1720(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 2 FISCHER OBF-073 Job Reference (optional) I35980771 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:14 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-7qX93y?b1ld6HBHuI2cYzFYWAPj3dz38qsP2DRzqbId Scale = 1:77.4 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1018192021222324252627282930313233343536373839 5x6 3x6 4x8 3x8 4x8 4x6 3x6 4x8 2x4 3x4 4x6 4x6 5x6 3x4 8x8 4x8 11-5-1 11-5-1 19-3-1 7-10-0 27-2-5 7-11-4 35-1-8 7-11-4 43-2-0 8-0-8 -1-0-0 1-0-0 5-9-13 5-9-13 11-5-1 5-7-5 19-3-1 7-10-0 27-2-5 7-11-4 35-1-8 7-11-4 43-2-0 8-0-8 3-4-110-10-710-11-710-10-88.00 12 Plate Offsets (X,Y)-- [3:0-2-12,0-1-8], [4:0-3-0,0-2-3], [7:0-2-9,0-1-8], [9:Edge,0-1-8], [10:0-4-12,0-1-8], [11:0-2-0,0-2-8], [17:Edge,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.76 0.61 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.33 -0.42 -0.06 (loc) 13-14 16-17 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 567 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 12-15: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-14,8-13,9-11: 2x4 SPF 2100F 1.8E, 2-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-2 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 7-8-15 oc bracing. WEBS 1 Row at midpt 9-10, 4-14, 9-11, 3-17 REACTIONS.(lb/size)10=3917/Mechanical, 17=3815/0-5-8 Max Horz 17=322(LC 4) Max Uplift 10=-3922(LC 3), 17=-3156(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-248/255, 3-4=-3957/3729, 4-5=-3997/4076, 5-6=-3996/4076, 6-8=-3802/3914, 8-9=-2510/2655, 9-10=-3500/3494, 2-17=-307/241 BOT CHORD 16-17=-2594/2652, 14-16=-3191/3218, 13-14=-3926/3802, 11-13=-2624/2510 WEBS 3-16=-1130/1016, 4-16=-754/764, 4-14=-1734/1381, 5-14=-476/252, 6-14=-319/323, 6-13=-670/425, 8-13=-2159/2141, 8-11=-2176/1922, 9-11=-4237/4152, 3-17=-3953/3545 NOTES-(12-15) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=3922, 17=3156. 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 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 2 FISCHER OBF-073 Job Reference (optional) I35980771 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:14 2019 Page 2 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-7qX93y?b1ld6HBHuI2cYzFYWAPj3dz38qsP2DRzqbId NOTES-(12-15) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 257 lb down and 303 lb up at 3-5-13, 172 lb down and 161 lb up at 5-5-13, 172 lb down and 206 lb up at 7-5-13, 203 lb down and 257 lb up at 9-5-13, 172 lb down and 360 lb up at 11-5-13, 172 lb down and 360 lb up at 13-5-13, 172 lb down and 360 lb up at 15-5-13, 172 lb down and 360 lb up at 17-5-13, 172 lb down and 360 lb up at 19-5-13, 172 lb down and 360 lb up at 21-5-13, 172 lb down and 360 lb up at 23-5-13, 172 lb down and 360 lb up at 25-5-13, 172 lb down and 360 lb up at 27-5-13, 172 lb down and 360 lb up at 29-5-13, 172 lb down and 360 lb up at 31-5-13, 172 lb down and 360 lb up at 33-5-13, 172 lb down and 360 lb up at 35-5-13, 172 lb down and 360 lb up at 37-5-13, and 172 lb down and 360 lb up at 39-5-13, and 172 lb down and 360 lb up at 41-5-13 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-54, 4-9=-54, 17-18=-20, 18-21=-60, 16-21=-20, 16-25=-60, 25-28=-20, 13-28=-60, 13-32=-20, 11-32=-60, 11-37=-20, 10-37=-60 Concentrated Loads (lb) Vert: 16=-172 14=-172 13=-172 18=-257 19=-172 20=-172 22=-172 23=-172 24=-172 26=-172 27=-172 29=-172 30=-172 31=-172 33=-172 34=-172 35=-172 36=-172 38=-172 39=-172 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss TG05 Truss Type Piggyback Base Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980772 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:15 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-c05XGI?Do3lzvLr4sm7nWS5dBp10MPnH3W8bltzqbIc Scale = 1:107.7 1 2 3 4 5 6 7 8 9 10 11 24 23 22 21 20 19 18 17 16 15 14 13 1227 34 35 36 37 38 39 3x6 2x4 6x8 6x6 5x6 6x8 5x6 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 8x8 2x4 2x4 4x8 5x12 5x8 5x6 4x6 2x4 2x4 2x4 2x4 8x10 4x6 10-10-8 13-10-8 1-4-8 1-4-8 2-10-8 1-6-0 8-6-5 5-7-13 13-9-0 5-2-11 15-3-0 1-6-0 16-11-0 1-8-0 20-11-8 4-0-8 25-0-10 4-1-2 33-7-11 8-7-1 43-2-0 9-6-5 1-4-8 1-4-8 2-10-8 1-6-0 4-4-14 1-6-6 8-6-5 4-1-6 13-9-0 5-2-11 15-3-0 1-6-0 17-1-6 1-10-6 20-11-8 3-10-2 25-0-10 4-1-2 33-7-11 8-7-1 38-11-13 5-4-2 43-2-0 4-2-3 44-6-0 1-4-0 6-1-1412-0-153-6-123-0-012-0-158.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-12], [3:0-2-11,0-2-5], [5:0-3-12,0-2-0], [7:0-3-12,0-2-0], [8:0-2-10,0-2-7], [9:0-3-4,0-1-0], [15:0-3-0,0-2-8], [17:0-2-0,Edge], [18:0-2-0,0-4-12], [20:0-6-0,0-2-4], [22:0-3-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 1.00 0.76 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.54 0.28 (loc) 17-18 17-18 12 l/defl >999 >946 n/a L/d 240 180 n/a PLATES MT20 Weight: 286 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 25-26,27-28,29-30: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-27,6-16,15-17,7-17,7-15,8-15,9-13,5-17,5-18,18-20: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-5-11 max.): 1-3, 5-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-24, 4-27, 6-16, 3-20, 7-15, 8-15, 9-12, 2-22 REACTIONS.(lb/size)24=1720/Mechanical, 12=1938/0-3-8 Max Horz 24=-350(LC 3) Max Uplift 24=-164(LC 5), 12=-381(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 22-24=-1699/180, 2-3=-2668/257, 3-4=-3153/297, 4-5=-3121/412, 5-6=-2213/265, 6-7=-2213/266, 7-8=-2105/269, 8-9=-2400/382 BOT CHORD 21-22=-296/1492, 20-21=-296/1492, 17-18=-239/2098, 13-15=-205/2376, 12-13=-111/1116 WEBS 3-20=-1881/220, 15-17=-137/2002, 7-17=-253/1341, 7-15=-490/176, 8-15=-902/320, 8-13=-992/184, 9-13=-187/1880, 9-12=-1900/157, 5-17=-138/434, 5-18=-229/1335, 18-20=-318/2701, 2-22=-2124/235, 2-20=-90/1697 NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=164, 12=381. 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) 22 lb down and 208 lb up at 38-11-13 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 Continued on page 2 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss TG05 Truss Type Piggyback Base Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980772 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:15 2019 Page 2 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-c05XGI?Do3lzvLr4sm7nWS5dBp10MPnH3W8bltzqbIc LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 7-8=-54, 8-9=-54, 9-10=-54, 10-11=-54, 23-24=-20, 19-21=-20, 18-34=-20, 34-35=-60, 17-35=-20, 16-36=-20, 13-36=-60, 13-37=-20, 37-39=-60, 12-39=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss TG06 Truss Type Half Hip Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980773 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:16 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-4DfvTe0rZMtqWVQGQTe02fewoCWc54WQIAu9IJzqbIb Scale = 1:21.4 1 2 3 4 6 57 3x4 3x4 2x4 3x4 3x6 4-0-0 4-0-0 6-1-0 2-1-0 -1-4-0 1-4-0 4-0-0 4-0-0 6-1-0 2-1-0 1-6-113-2-112-9-30-5-83-2-115.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-11], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.50 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -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: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=301/0-3-8, 5=200/0-1-8 Max Horz 6=99(LC 12) Max Uplift 6=-115(LC 5), 5=-194(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-256/133 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) * 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=115, 5=194. 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) 69 lb down and 58 lb up at 4-0-0, and 26 lb down and 39 lb up at 5-11-4 on top chord, and 5 lb down and 90 lb up at 4-0-0, and 13 lb down and 37 lb up at 5-11-4 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, 3-4=-54, 5-6=-20 Continued on page 2 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss TG06 Truss Type Half Hip Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980773 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:16 2019 Page 2 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-4DfvTe0rZMtqWVQGQTe02fewoCWc54WQIAu9IJzqbIb LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-3(B) 7=11(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss TG07 Truss Type HIP GIRDER Qty 1 Ply 2 FISCHER OBF-073 Job Reference (optional) I35980774 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:17 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-YPDHh_1TKg?h8f?T_A9FbtAzHciMqLxaWqdiqmzqbIa Scale = 1:77.8 1 2 3 4 5 6 7 8 9 10 11 12 1314 24 23 22 21 20 19 18 17 16 153334353637383940414243444546 47 48 49 50 3x6 5x6 5x8 3x4 2x4 3x6 3x6 2x4 3x6 6x16 3x4 4x8 4x10 5x12 3x6 3x6 3x6 2x4 5x6 3x6 3x8 5x8 2-0-0 2-0-0 4-2-0 2-2-0 7-11-5 3-9-5 12-2-8 4-3-3 19-6-2 7-3-10 26-11-1 7-4-14 34-2-11 7-3-10 42-2-0 7-11-5 -1-0-0 1-0-0 2-0-0 2-0-0 4-2-0 2-2-0 7-11-5 3-9-5 12-2-8 4-3-3 19-6-2 7-3-10 26-11-1 7-4-14 34-2-11 7-3-10 42-2-0 7-11-5 43-2-0 1-0-0 0-8-05-10-85-11-80-8-05-10-88.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [6:0-2-12,0-2-0], [11:0-3-0,0-2-3], [13:0-0-0,0-1-13], [17:0-2-12,0-1-8], [18:0-4-4,0-1-8], [20:0-7-8,0-2-8], [22:0-5-12,0-3-8], [24:0-3-0 ,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.90 0.83 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.45 -0.64 0.20 (loc) 18-19 18-19 13 l/defl >999 >794 n/a L/d 240 180 n/a PLATES MT20 Weight: 373 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-16,16-19: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 18-20,8-20,10-18,11-17: 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 (4-7-7 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-3-4 oc bracing: 21-22 7-4-15 oc bracing: 20-21. REACTIONS.(lb/size)2=2823/0-3-8, 13=3014/0-3-8 Max Horz 2=124(LC 4) Max Uplift 2=-1318(LC 4), 13=-1326(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3847/1879, 4-5=-5379/2733, 5-6=-4659/2478, 6-7=-3782/2056, 7-8=-5186/2867, 8-10=-5706/3152, 10-11=-5375/2899, 11-13=-4430/2158 BOT CHORD 2-24=-1565/3006, 21-22=-2392/4549, 20-21=-2893/5222, 18-19=-142/257, 17-18=-2856/5375, 15-17=-1698/3577, 13-15=-1704/3595 WEBS 22-23=-117/263, 5-22=-280/656, 7-20=-775/1250, 5-21=-823/371, 6-21=-1282/2326, 7-21=-2164/1298, 18-20=-3029/5473, 8-20=-701/459, 8-18=-143/397, 10-18=-381/458, 10-17=-726/473, 11-17=-1480/2345, 11-15=-271/682, 4-24=-1293/711, 22-24=-1565/3005, 4-22=-885/1651 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) * 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) except (jt=lb) 2=1318, 13=1326. 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 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss TG07 Truss Type HIP GIRDER Qty 1 Ply 2 FISCHER OBF-073 Job Reference (optional) I35980774 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:17 2019 Page 2 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-YPDHh_1TKg?h8f?T_A9FbtAzHciMqLxaWqdiqmzqbIa NOTES-(11-14) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 174 lb down and 91 lb up at 4-0-4, 121 lb down and 86 lb up at 6-0-0, 128 lb down and 129 lb up at 8-0-1, 128 lb down and 129 lb up at 10-0-1, 128 lb down and 129 lb up at 12-0-1, 129 lb down and 129 lb up at 14-0-1, 129 lb down and 129 lb up at 16-0-1, 129 lb down and 129 lb up at 18-0-1, 129 lb down and 129 lb up at 20-0-1, 129 lb down and 129 lb up at 21-5-3, 125 lb down and 122 lb up at 22-8-13, 125 lb down and 122 lb up at 24-1-15, 125 lb down and 122 lb up at 26-1-15, 125 lb down and 122 lb up at 28-1-15, 125 lb down and 122 lb up at 30-1-15, 125 lb down and 122 lb up at 32-1-15, 125 lb down and 122 lb up at 34-1-15, 112 lb down and 87 lb up at 36-1-15, and 112 lb down and 59 lb up at 38-1-15, and 111 lb down and 48 lb up at 40-1-15 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-54, 6-11=-54, 11-14=-54, 23-25=-20, 20-22=-20, 19-43=-20, 17-43=-60, 17-46=-20, 46-48=-60, 29-48=-20 Concentrated Loads (lb) Vert: 23=-174 16=-112 21=-113 15=-112 33=-121 34=-113 35=-113 36=-113 37=-113 38=-113 39=-113 40=-113 41=-121 42=-112 44=-112 45=-112 46=-112 47=-112 49=-112 50=-111 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss TG08 Truss Type HIP GIRDER Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980775 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:18 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-0bnfuK255_7YmoafXuhU84jFB0AxZy8jlUNFMCzqbIZ Scale = 1:29.1 1 2 3 4 5 6 7 8 10 919202122 23 4x8 4x6 3x12 3x4 3x4 3x12 3x4 3x4 2x4 3x4 4-5-5 4-5-5 11-5-3 6-11-15 15-10-8 4-5-5 -1-0-0 1-0-0 4-5-5 4-5-5 11-5-3 6-11-15 15-10-8 4-5-5 16-10-8 1-0-0 0-8-03-7-90-8-03-7-98.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-6], [2:0-5-8,Edge], [4:0-5-12,0-2-0], [5:0-3-12,0-2-0], [7:0-5-8,Edge], [7:Edge,0-2-6] 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-MSH 0.51 0.29 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.08 0.02 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-4-13, Right 2x4 SPF-S Stud 1-4-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (5-11-7 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=736/0-3-8, 7=736/0-3-8 Max Horz 2=-70(LC 3) Max Uplift 2=-365(LC 5), 7=-365(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-803/530, 4-5=-713/466, 5-7=-801/529 BOT CHORD 2-10=-457/705, 9-10=-466/714, 7-9=-402/704 WEBS 4-10=-206/298, 5-9=-206/295 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) * 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=365, 7=365. 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) 28 lb down and 62 lb up at 2-6-1, 72 lb down and 89 lb up at 4-6-1, 72 lb down and 89 lb up at 6-6-1, 72 lb down and 89 lb up at 7-11-4, 72 lb down and 89 lb up at 9-4-7, and 72 lb down and 89 lb up at 11-4-7, and 28 lb down and 62 lb up at 13-4-7 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: 1-4=-54, 4-5=-54, 5-8=-54, 11-15=-20 Continued on page 2 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss TG08 Truss Type HIP GIRDER Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980775 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:18 2019 Page 2 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-0bnfuK255_7YmoafXuhU84jFB0AxZy8jlUNFMCzqbIZ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-28 9=-28 19=-28 20=-28 21=-28 22=-28 23=-28 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss TG09 Truss Type Common Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980776 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:19 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-UoL26g2jsHFONy9r5bCjgIGQ0QKkIIAt_86puezqbIY Scale = 1:36.7 1 2 3 4 5 615161718 19 20 21 22 3x4 5x8 3x4 5x8 3x6 4x6 7-11-4 7-11-4 15-10-8 7-11-4 7-11-4 7-11-4 15-10-8 7-11-4 0-8-05-11-80-8-08.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-0-14], [1:0-2-5,0-2-8], [3:0-3-0,0-1-12], [5:0-2-5,0-2-8], [5:0-1-4,0-0-14], [6:0-3-12,0-1-8] 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-MSH 0.50 0.96 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.17 0.02 (loc) 6-13 6-13 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=1091/0-3-8, 5=1185/0-3-8 Max Horz 1=-121(LC 3) Max Uplift 1=-285(LC 5), 5=-338(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1286/360, 3-5=-1285/363 BOT CHORD 1-6=-225/988, 5-6=-225/988 WEBS 3-6=-248/949 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; cantilever left and right exposed ; end vertical left and right exposed; 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) 1=285, 5=338. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 115 lb down and 64 lb up at 1-9-8, 115 lb down and 64 lb up at 3-9-8, 115 lb down and 64 lb up at 5-9-8, 116 lb down and 65 lb up at 7-9-8, 116 lb down and 65 lb up at 9-9-8, 116 lb down and 65 lb up at 11-9-8, and 116 lb down and 65 lb up at 13-9-8, and 118 lb down and 63 lb up at 15-2-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 7-17=-20, 17-20=-60, 11-20=-20 Concentrated Loads (lb) Vert: 6=-113 13=-116 15=-113 16=-113 18=-113 19=-113 21=-113 22=-113 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss TG10 Truss Type Roof Special Girder Qty 1 Ply 2 FISCHER OBF-073 Job Reference (optional) I35980777 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:19 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-UoL26g2jsHFONy9r5bCjgIGMPQUvIIKt_86puezqbIY Scale = 1:69.2 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 4x6 4x8 4x6 2x4 4x6 3x8 4x8 3x4 5x6 3x8 8-3-7 8-3-7 15-10-7 7-7-0 22-7-0 6-8-9 -1-4-0 1-4-0 7-6-0 7-6-0 8-3-7 0-9-7 15-10-7 7-7-0 22-7-0 6-8-9 23-11-0 1-4-0 2-6-1110-3-1311-3-112-6-1110-3-1314.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-4], [3:Edge,0-1-14], [4:0-5-4,0-2-4], [5:0-3-15,0-2-0], [6:0-2-8,0-1-8] 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-SH 0.73 0.37 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.09 0.00 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 295 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-11,6-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)12=2876/0-3-8, 8=2171/0-3-8 Max Horz 12=-293(LC 3) Max Uplift 12=-542(LC 6), 8=-1005(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-165/869, 2-3=-1547/399, 3-4=-1202/452, 4-5=-1086/575, 5-6=-1789/731, 2-12=-2820/575, 6-8=-1835/711 BOT CHORD 11-12=-279/323, 9-11=-316/813 WEBS 3-11=-528/1621, 4-11=-1552/685, 4-9=-459/512, 5-9=-421/936, 2-11=-223/874, 6-9=-434/997 NOTES-(12-15) 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 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) The Fabrication Tolerance at joint 2 = 4% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=542, 8=1005. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 791 lb down and 340 lb up at 15-0-12, 274 lb down and 243 lb up at 16-6-4, and 274 lb down and 159 lb up at 18-6-4, and 282 lb down and 372 lb up at 20-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss TG10 Truss Type Roof Special Girder Qty 1 Ply 2 FISCHER OBF-073 Job Reference (optional) I35980777 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:19 2019 Page 2 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-UoL26g2jsHFONy9r5bCjgIGMPQUvIIKt_86puezqbIY 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-774(F=-720), 2-13=-774(F=-720), 3-13=-54, 3-4=-54, 4-5=-54, 5-6=-54, 6-7=-54, 12-14=-20, 14-15=-60, 8-15=-20 Concentrated Loads (lb) Vert: 16=-791 17=-274 18=-274 19=-282 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss TG11 Truss Type Half Hip Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980778 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:20 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-y_vQJ03MdbOF?6k2fJjyDVoZCqpt1tV0DosMR5zqbIX Scale = 1:30.3 1 2 3 4 6 578910 3x6 3x4 3x6 3x8 3x6 1-7-0 1-7-0 5-8-8 4-1-8 -1-4-0 1-4-0 1-7-0 1-7-0 5-8-8 4-1-8 2-9-54-9-114-10-114-4-30-5-84-9-1116.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0], [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-R 0.60 0.39 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 0.07 -0.00 (loc) 5-6 5-6 5 l/defl >818 >930 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-8 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=366/0-3-8, 5=301/0-1-8 Max Horz 6=155(LC 4) Max Uplift 6=-357(LC 3), 5=-354(LC 4) Max Grav 6=366(LC 1), 5=302(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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=357, 5=354. 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) 64 lb down and 71 lb up at 1-7-0 on top chord, and 10 lb down and 100 lb up at 1-7-0, and 33 lb down and 210 lb up at 2-0-12, and 33 lb down and 210 lb up at 4-0-12 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 6-7=-20, 5-7=-60 Continued on page 2 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss TG11 Truss Type Half Hip Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980778 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:20 2019 Page 2 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-y_vQJ03MdbOF?6k2fJjyDVoZCqpt1tV0DosMR5zqbIX LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=9(B) 9=-9(B) 10=-9(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss TG13 Truss Type Hip Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980779 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:21 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-QAToXM4_OvW6dGJED0EBljLj6D6Um5dARSbwzXzqbIW Scale = 1:32.8 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 6x6 6x6 3x4 5x8 2x4 3x4 5x6 5x6 7-6-0 7-6-0 15-0-0 7-6-0 -1-4-0 1-4-0 2-5-11 2-5-11 7-6-0 5-0-5 12-6-5 5-0-5 15-0-0 2-5-11 2-6-115-4-75-5-52-6-115-4-714.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-8], [3:0-4-4,0-2-4], [5:0-4-4,0-2-4], [6:0-4-5,0-0-8], [7:Edge,0-2-8], [8:0-4-0,0-2-12], [9:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.66 0.62 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.17 -0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 9-8-3 oc bracing. REACTIONS.(lb/size)9=617/0-3-8, 7=529/0-3-8 Max Horz 9=170(LC 4) Max Uplift 9=-951(LC 5), 7=-945(LC 4) Max Grav 9=938(LC 19), 7=929(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-158/293, 3-4=-810/933, 4-5=-810/933, 2-9=-158/311 BOT CHORD 8-9=-464/338, 7-8=-413/324 WEBS 3-8=-792/807, 4-8=-316/169, 5-8=-796/803, 3-9=-609/787, 5-7=-544/819 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; 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) * 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) 9=951, 7=945. 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) 19 lb down and 172 lb up at 2-5-11, and 19 lb down and 172 lb up at 12-6-5 on top chord, and 532 lb down and 257 lb up at 2-5-11, 178 lb down and 235 lb up at 4-6-7, 178 lb down and 235 lb up at 6-6-7, 178 lb down and 235 lb up at 8-5-9, and 178 lb down and 235 lb up at 10-5-9, and 532 lb down and 257 lb up at 12-5-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss TG13 Truss Type Hip Girder Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980779 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:21 2019 Page 2 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-QAToXM4_OvW6dGJED0EBljLj6D6Um5dARSbwzXzqbIW LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-5=-54, 5-6=-54, 7-9=-20 Concentrated Loads (lb) Vert: 10=29(F) 11=-9(F) 12=-9(F) 13=-9(F) 14=-9(F) 15=29(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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900313 Truss V01 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-073 Job Reference (optional) I35980780 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 05:26:21 2019 Page 1 Builders First Source, mooresville,in ID:PyzK8l6KN7sT90SJ1d?0p0ytV8U-QAToXM4_OvW6dGJED0EBljLrpDB4mK9ARSbwzXzqbIW Scale = 1:14.4 1 2 3 4 5 6 2x4 3x4 3x4 2x4 2x4 2x4 7-6-5 7-6-5 1-5-11 1-5-11 6-0-11 4-7-0 7-6-5 1-5-11 0-0-41-6-21-8-100-0-41-6-214.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [4:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.16 0.27 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 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=137/7-6-5, 5=137/7-6-5, 6=236/7-6-5 Max Horz 1=30(LC 5) Max Uplift 1=-21(LC 6), 5=-21(LC 7), 6=-26(LC 5) Max Grav 1=137(LC 1), 5=137(LC 1), 6=236(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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) 1, 5, 6. 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.). January 29,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths