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HomeMy WebLinkAboutOBF-072 Seal Truss DrawingsRe: Liu, Xuegang Pages or sheets covered by this seal: I33296810 thru I33296906 My license renewal date for the state of Indiana is July 31, 2018. B18801539 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-072 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). 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. May 11,2018 Job B18801539 Truss CG01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296810 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:46 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-5IIPQz0w6Gx6YjVqduHq01jgpzHoHhCp5VZhtpzHw5h Scale = 1:21.8 1 2 7 6 3 4 8 5 5x6 3x12 2x4 2x4 3-2-2 3-2-2 -1-7-13 1-7-13 0-11-5 0-11-5 3-2-2 2-2-13 0- 7 - 0 3- 0 - 5 0- 1 1 - 1 2 1- 1 1 - 8 2- 0 - 9 4.24 12 11.31 12 8.49 12 Plate Offsets (X,Y)-- [8:0-4-7,0-1-12] 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) 0.38 0.17 0.01 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 8=228/0-3-7, 5=82/Mechanical Max Horz 8=106(LC 6) Max Uplift8=-95(LC 4), 5=-45(LC 6) 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) -1-7-13 to 3-2-2 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) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 8 and 45 lb uplift at joint 5. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296811 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:47 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-ZUsndJ1Yta3zAs41Bco3ZEFp8NdF082zJ9JEQGzHw5g Scale = 1:11.1 1 2 3 4 7 6 5 3x8 2x4 2x4 1-10-5 1-9-11 -2-7-3 2-7-3 1-10-5 1-10-5 0- 8 - 1 4 1- 3 - 4 3.43 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.47 0.09 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 6-7 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 1-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=-66/Mechanical, 7=330/0-5-9 Max Horz 7=41(LC 6) Max Uplift5=-66(LC 1), 7=-174(LC 4) Max Grav 5=62(LC 4), 7=330(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-300/247 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 66 lb uplift at joint 5 and 174 lb uplift at joint 7. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296812 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:48 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-1gQArf1AetBqo0fDlJJJ6So3ZnzBlbu6Yp2oyizHw5f Scale = 1:17.4 1 2 3 5 4 6 7 2x4 2x4 2x4 3-6-6 3-6-2 3-6-6 3-6-6 0- 4 - 5 2- 1 - 1 2- 3 - 1 3 6.66 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) 0.17 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 1-5 1-5 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 3-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=112/0-3-11, 5=119/Mechanical Max Horz 1=59(LC 4) Max Uplift1=-5(LC 5), 5=-29(LC 5) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 1 and 29 lb uplift at joint 5. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 30 lb up at 2-3-11, and 42 lb down and 28 lb up at 2-3-13 on top chord, and 6 lb down and 3 lb up at 2-3-11, and 5 lb down and 4 lb up at 2-3-13 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=-14, 1-4=-20 Concentrated Loads (lb) Vert: 7=7(F=4, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296813 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:48 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-1gQArf1AetBqo0fDlJJJ6So44nzylbu6Yp2oyizHw5f Scale = 1:15.7 1 2 3 5 42x4 3x8 2x4 2x4 2-9-5 2-8-12 2-9-5 2-9-5 0- 6 - 0 1- 9 - 1 1 2- 0 - 7 6.66 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-4], [1:0-1-4,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1-5 1-5 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 WEDGE Left: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=80/0-8-13, 5=90/Mechanical Max Horz 1=50(LC 5) Max Uplift5=-25(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 5. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss CG05 Truss Type Diagonal Hip Girder Qty 2 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296814 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:48 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-1gQArf1AetBqo0fDlJJJ6So5Sn_Slbu6Yp2oyizHw5f Scale = 1:17.0 1 2 3 5 42x4 2x4 2x4 2-2-8 2-2-8 2-2-8 2-2-8 0- 5 - 1 0 1- 1 0 - 1 4 2- 2 - 1 4 9.60 12 Plate Offsets (X,Y)-- [1:0-2-9,0-1-0] 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) 0.05 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=65/0-4-2, 5=75/Mechanical Max Horz 1=54(LC 5) Max Uplift5=-29(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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 5. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss CG06 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296815 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:49 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-Vt_Y2?2oPBKhPAEPI1qYefLFvAKjU28FnToLU8zHw5e Scale = 1:17.5 1 2 3 6 5 47 2x4 2x4 2x4 2x4 -0-1-0 2-4-2 2-3-2 2-3-2 1- 0 - 1 3 1- 1 - 1 0 2- 3 - 1 3 6.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 5 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 2-3-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=60/Mechanical, 5=81/Mechanical Max Horz 7=57(LC 5) Max Uplift7=-3(LC 4), 5=-26(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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 7 and 26 lb uplift at joint 5. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss CG07 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296816 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:49 2018 Page 1 Builders First Source, mooresville,in ID:0EjIDGihr2B7?8zLAGWqr1yqxlR-Vt_Y2?2oPBKhPAEPI1qYefLC7AJuU28FnToLU8zHw5e Scale: 1/2"=1' 1 2 3 4 7 6 5 2x4 3x4 2x4 2x4 2-7-12 2-7-6 -2-0-1 2-0-1 2-7-12 2-7-12 2- 5 - 6 3- 3 - 2 3- 4 - 1 0 4.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 7=255/0-4-2, 6=38/Mechanical Max Horz 7=105(LC 5) Max Uplift7=-110(LC 4), 6=-65(LC 5) Max Grav 7=255(LC 1), 6=60(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 7 and 65 lb uplift at joint 6. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss CG08 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296817 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:49 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-Vt_Y2?2oPBKhPAEPI1qYefLFpAKGU28FnToLU8zHw5e Scale = 1:15.8 1 2 3 5 43x6 2x4 2x4 2-7-8 2-7-8 2-7-8 2-7-8 0- 7 - 0 1- 9 - 1 1 2- 0 - 7 6.66 12 Plate Offsets (X,Y)-- [1:0-3-0,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1-5 1-5 5 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 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=80/0-4-0, 5=91/Mechanical Max Horz 1=50(LC 5) Max Uplift5=-25(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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 5. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss CG09 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296818 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:50 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-z3XwFL3QAVSY1KpcskMnBttP3affDVOP07Xu0bzHw5d Scale = 1:17.4 1 2 3 5 4 6 7 2x4 2x4 2x4 3-6-6 3-6-2 3-6-6 3-6-6 0- 4 - 5 2- 1 - 1 2- 3 - 1 3 6.66 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) 0.17 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 1-5 1-5 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 3-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=112/0-3-11, 5=119/Mechanical Max Horz 1=59(LC 4) Max Uplift1=-5(LC 5), 5=-29(LC 5) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 1 and 29 lb uplift at joint 5. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 31 lb up at 2-3-11, and 42 lb down and 28 lb up at 2-3-13 on top chord, and 6 lb down and 3 lb up at 2-3-11, and 5 lb down and 4 lb up at 2-3-13 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=-14, 1-4=-20 Concentrated Loads (lb) Vert: 7=7(F=3, B=4) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss CG11 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296819 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:50 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-z3XwFL3QAVSY1KpcskMnBttRoagpDVOP07Xu0bzHw5d Scale = 1:17.7 1 2 4 32x4 3x4 2x4 2-4-3 2-3-15 2-4-3 2-4-3 0- 5 - 1 0 2- 4 - 3 9.60 12 Plate Offsets (X,Y)-- [1:0-2-9,0-1-0], [2:0-2-0,0-1-4] 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) 0.06 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 1 1-4 2 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 2-4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=71/0-3-13, 2=62/Mechanical, 4=25/Mechanical Max Horz 1=56(LC 6) Max Uplift2=-79(LC 6) Max Grav 1=71(LC 1), 2=62(LC 1), 4=49(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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 79 lb uplift at joint 2. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 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) 30 lb down and 48 lb up at 2-1-3 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, 1-3=-20 Concentrated Loads (lb) Vert: 2=-10(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss CG18 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296820 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:50 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-z3XwFL3QAVSY1KpcskMnBttPaafrDVOP07Xu0bzHw5d Scale = 1:16.8 1 2 5 6 3 7 4 2x4 2x4 2x4 3-4-5 3-4-0 3-4-5 3-4-5 0- 4 - 5 1- 1 0 - 1 3 2- 2 - 1 1 0- 4 - 1 3 1- 9 - 1 3 2- 2 - 1 1 6.66 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) 0.14 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 1-5 1-5 3 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 3-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=114/0-3-11, 3=13/Mechanical, 4=100/Mechanical Max Horz 1=84(LC 5) Max Uplift4=-65(LC 5) Max Grav 1=114(LC 1), 3=59(LC 2), 4=100(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 24 lb up at 2-1-2 on top chord, and 6 lb down and 5 lb up at 2-1-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 1-4=-20 Concentrated Loads (lb) Vert: 7=5(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss CG19 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296821 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:51 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-RF5ITh42xoaPfUNoQRt0j4QaK_?4yyeYEmHSZ1zHw5c Scale = 1:16.8 1 2 5 6 3 7 4 2x4 2x4 2x4 3-4-5 3-4-0 3-4-5 3-4-5 0- 4 - 5 1- 1 0 - 1 3 2- 2 - 1 1 6.66 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) 0.14 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 1-5 1-5 3 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 3-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=114/0-3-11, 3=13/Mechanical, 4=100/Mechanical Max Horz 1=84(LC 5) Max Uplift4=-65(LC 5) Max Grav 1=114(LC 1), 3=59(LC 2), 4=100(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 24 lb up at 2-1-2 on top chord, and 6 lb down and 5 lb up at 2-1-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 1-4=-20 Concentrated Loads (lb) Vert: 7=5(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss GE01 Truss Type Monopitch Supported Gable Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296822 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:51 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-RF5ITh42xoaPfUNoQRt0j4Qcd_04yyeYEmHSZ1zHw5c Scale = 1:10.0 1 2 3 2x4 2x4 2x4 2-0-0 2-0-0 0- 5 - 5 1- 1 - 5 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.05 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=69/2-0-0, 3=69/2-0-0 Max Horz 1=26(LC 5) Max Uplift1=-7(LC 4), 3=-12(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 1 and 12 lb uplift at joint 3. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss GE02 Truss Type Monopitch Supported Gable Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296823 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:51 2018 Page 1 Builders First Source, mooresville,in ID:0EjIDGihr2B7?8zLAGWqr1yqxlR-RF5ITh42xoaPfUNoQRt0j4Qbi_07yyHYEmHSZ1zHw5c Scale = 1:21.8 1 2 3 4 5 6 10 9 8 7 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-4-0 1-4-0 6-1-0 6-1-0 0- 6 - 0 2- 9 - 5 4.49 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-1-0. (lb) - Max Horz 2=87(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 8, 9, 10. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J01 Truss Type Jack-Closed Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296824 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:52 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-wSfgg05hh6iGGey__9OFGIylnOLRhPtiTQ0?5TzHw5b Scale = 1:17.6 1 2 3 4 5 67 3x4 3x4 2x4 3x4 2x4 2-2-3 2-2-3 3-6-3 1-4-0 -1-0-0 1-0-0 0-8-0 0-8-0 2-2-3 1-6-3 3-6-3 1-4-0 0- 6 - 0 0- 1 0 - 0 2- 4 - 3 2- 0 - 1 1 0- 3 - 8 2- 4 - 3 6.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-2-8,0-2-0] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 2-6 2-6 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=213/0-3-8, 6=144/0-1-8 Max Horz 2=67(LC 4) Max Uplift2=-67(LC 5), 6=-52(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-16) 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) 6 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) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 40 lb up at 2-2-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 14) BCSI1. 15) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 16) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 2-6=-20 Concentrated Loads (lb) Vert: 7=-57(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J02 Truss Type Jack-Closed Qty 14 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296825 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:52 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-wSfgg05hh6iGGey__9OFGIymkOMwhPtiTQ0?5TzHw5b Scale = 1:25.8 1 2 3 4 5 3x4 2x4 3x4 2x4 1-9-4 1-9-4 3-6-3 1-8-15 -1-0-0 1-0-0 0-8-0 0-8-0 3-6-3 2-10-3 0- 6 - 0 0- 1 0 - 0 3- 8 - 3 3- 4 - 1 1 0- 3 - 8 3- 8 - 3 6.00 12 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.09 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 2-5 2-5 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 3-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=192/0-3-8, 5=108/0-1-8 Max Horz 2=101(LC 5) Max Uplift2=-40(LC 6), 5=-41(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296826 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:53 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-OeD2uM5JSQq7unXBXsvUoVVxeoihQs7ri4mYdwzHw5a Scale = 1:13.9 1 2 3 4 5 3x4 3x4 1-0-4 1-0-4 2-0-3 0-11-15 -1-0-0 1-0-0 0-8-0 0-8-0 2-0-3 1-4-3 0- 6 - 0 0- 1 0 - 0 1- 8 - 1 3 0- 5 - 3 1- 3 - 9 1- 8 - 1 3 6.00 12 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=36/Mechanical, 2=148/0-3-8, 5=11/Mechanical Max Horz 2=56(LC 6) Max Uplift4=-23(LC 6), 2=-47(LC 6) Max Grav 4=36(LC 1), 2=148(LC 1), 5=31(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) 4, 2. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296827 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:53 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-OeD2uM5JSQq7unXBXsvUoVVxtoimQs7ri4mYdwzHw5a Scale = 1:13.7 1 2 3 4 5 3x4 3x4 0-8-0 0-8-0 1-6-4 0-10-4 -1-0-0 1-0-0 0-8-0 0-8-0 1-6-4 0-10-4 0- 6 - 0 0- 1 0 - 0 1- 8 - 4 1- 1 - 1 3 1- 8 - 4 6.00 12 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2 2 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=27/Mechanical, 2=130/0-3-8, 5=8/Mechanical Max Horz 2=54(LC 6) Max Uplift4=-23(LC 6), 2=-39(LC 6) Max Grav 4=27(LC 1), 2=130(LC 1), 5=25(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) 4, 2. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J05 Truss Type Jack-Closed Qty 6 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296828 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:53 2018 Page 1 Builders First Source, mooresville,in ID:0EjIDGihr2B7?8zLAGWqr1yqxlR-OeD2uM5JSQq7unXBXsvUoVVtFogtQs7ri4mYdwzHw5a Scale = 1:30.2 1 2 3 5 4 3x4 3x4 3x4 2x4 4-0-0 4-0-0 -1-4-0 1-4-0 4-0-0 4-0-0 2- 4 - 1 4 4- 4 - 1 4 4- 1 - 6 0- 3 - 8 4- 4 - 1 4 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.14 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: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=233/0-3-8, 4=121/0-1-8 Max Horz 5=132(LC 5) Max Uplift5=-42(LC 6), 4=-68(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296829 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:53 2018 Page 1 Builders First Source, mooresville,in ID:0EjIDGihr2B7?8zLAGWqr1yqxlR-OeD2uM5JSQq7unXBXsvUoVVrzofgQs7ri4mYdwzHw5a Scale: 1/2"=1' 1 2 5 3 4 3x6 3x6 1-11-0 1-11-0 -1-5-0 1-5-0 1-11-0 1-11-0 2- 4 - 1 4 3- 4 - 6 2- 1 1 - 1 1 3- 4 - 6 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.51 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.04 (loc) 5 4-5 3 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 1-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=187/0-3-8, 3=15/Mechanical, 4=13/Mechanical Max Horz 5=95(LC 6) Max Uplift5=-8(LC 4), 3=-43(LC 6), 4=-37(LC 6) Max Grav 5=187(LC 1), 3=15(LC 1), 4=33(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J16 Truss Type Jack-Closed Qty 7 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296830 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:54 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-sqnR5i6xDjy_Wx6N5aQjLj24UB0C9JN?wkV69MzHw5Z Scale = 1:29.5 1 2 3 4 6 5 3x6 4x6 2x4 2x4 3-9-8 3-9-8 -1-4-0 1-4-0 0-4-0 0-4-0 3-9-8 3-5-8 0- 8 - 0 0- 1 0 - 0 4- 3 - 8 4- 0 - 0 0- 3 - 8 4- 3 - 8 6.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-5-5,0-2-4], [6:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.07 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: 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 3-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=216/0-3-8, 5=112/0-1-8 Max Horz 6=124(LC 5) Max Uplift6=-48(LC 6), 5=-55(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-4-0 to 3-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J17 Truss Type Jack-Open Qty 4 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296831 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:54 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-sqnR5i6xDjy_Wx6N5aQjLj23KB__9JN?wkV69MzHw5Z Scale = 1:22.3 1 2 9 6 3 7 8 4 5 4x6 3x4 2-3-8 2-3-8 -1-2-0 1-2-0 0-8-0 0-8-0 2-3-8 1-7-8 0- 7 - 0 3- 1 - 0 1- 1 - 0 2- 5 - 3 2- 0 - 0 6.00 12 16.00 12 12.00 12 Plate Offsets (X,Y)-- [7:0-0-5,0-2-2] 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-M) 0.22 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 3 3-10 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-S Stud *Except* 1-6: 2x3 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 6-7 REACTIONS.(lb/size) 7=113/0-3-8, 4=-9/Mechanical, 5=-13/Mechanical Max Horz 7=11(LC 4) Max Uplift7=-2(LC 4), 4=-9(LC 1), 5=-13(LC 1) Max Grav 7=113(LC 1), 4=1(LC 4), 5=2(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 exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4, 5. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J18 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296832 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:55 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-K1LpJ27Z_14r75hZfHxyuwaG7bN1umd89OFfiozHw5Y Scale = 1:10.5 1 2 3 4 6 5 3x4 3x4 3x6 3x4 2x4 2-3-8 2-3-8 -1-0-0 1-0-0 0-8-0 0-8-0 0-11-3 0-3-3 2-3-8 1-4-5 0- 6 - 0 0- 1 0 - 0 1- 2 - 4 0- 1 0 - 1 2 1- 2 - 4 6.00 12 16.00 12 Plate Offsets (X,Y)-- [4:0-1-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2-6 5 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 *Except* 4-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins, except 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=40/Mechanical, 2=154/0-3-8, 6=16/Mechanical Max Horz 2=31(LC 6) Max Uplift5=-17(LC 5), 2=-52(LC 6) Max Grav 5=41(LC 11), 2=154(LC 1), 6=36(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 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) 5, 2. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J19 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296833 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:55 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-K1LpJ27Z_14r75hZfHxyuwaG7bNBumd89OFfiozHw5Y Scale = 1:21.8 1 2 3 4 5 3x4 3x4 2x4 3x4 1-1-15 1-1-15 2-3-8 1-1-9 -1-0-0 1-0-0 0-8-0 0-8-0 2-3-8 1-7-8 0- 6 - 0 0- 1 0 - 0 2- 7 - 5 3- 0 - 0 2- 4 - 3 3- 0 - 0 6.00 12 16.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-1-4] 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) 0.08 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2 2-5 4 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 2-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=154/0-3-8, 5=17/Mechanical, 4=39/Mechanical Max Horz 2=126(LC 6) Max Uplift2=-35(LC 4), 4=-71(LC 6) Max Grav 2=154(LC 1), 5=39(LC 2), 4=39(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J20 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296834 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:55 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-K1LpJ27Z_14r75hZfHxyuwaGMbN9umd89OFfiozHw5Y Scale = 1:18.2 1 2 3 4 5 3x4 2x4 0-11-5 0-11-5 1-10-4 0-10-15 -1-0-0 1-0-0 0-8-0 0-8-0 1-10-4 1-2-4 0- 6 - 0 0- 1 0 - 0 2- 5 - 0 1- 9 - 3 2- 5 - 0 6.00 12 16.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=37/Mechanical, 2=138/0-3-8, 5=15/Mechanical Max Horz 2=75(LC 6) Max Uplift4=-42(LC 6), 2=-22(LC 6) Max Grav 4=37(LC 1), 2=138(LC 1), 5=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) 4, 2. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J21 Truss Type Jack-Open Qty 7 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296835 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:56 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-oDvBWO8BlLCilFGmD?SBQ87Q2?jwdDtHO2_DEEzHw5X Scale = 1:11.2 1 2 3 4 2x4 2x4 2x4 2-7-0 2-7-0 -1-4-0 1-4-0 2-7-0 2-7-0 0- 5 - 5 1- 2 - 8 1- 3 - 1 0 1- 0 - 2 0- 3 - 8 1- 3 - 1 0 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2-4 2-4 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 2-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=190/0-3-8, 4=59/0-1-8 Max Horz 2=57(LC 6) Max Uplift2=-77(LC 4), 4=-4(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J22 Truss Type Jack-Open Qty 2 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296836 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:56 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-oDvBWO8BlLCilFGmD?SBQ87QZ?jBdDtHO2_DEEzHw5X Scale = 1:17.5 1 2 3 4 6 5 4x6 2x4 3x4 0-8-10 0-8-10 1-5-4 0-8-10 -1-4-0 1-4-0 0-4-0 0-4-0 1-5-4 1-1-4 0- 8 - 0 0- 1 0 - 0 1- 1 1 - 0 2- 3 - 1 1 1- 7 - 1 3 2- 3 - 1 1 6.00 12 16.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-1-4], [6:0-2-1,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.04 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: 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 1-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 6=167/0-3-8, 5=-7/Mechanical, 4=-3/Mechanical Max Horz 6=105(LC 6) Max Uplift6=-53(LC 4), 5=-7(LC 1), 4=-36(LC 7) Max Grav 6=167(LC 1), 5=19(LC 4), 4=37(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) -1-4-0 to 1-3-8 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, 5, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J23 Truss Type Jack-Closed Qty 5 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296837 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:56 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-oDvBWO8BlLCilFGmD?SBQ87Qy?ipdDtHO2_DEEzHw5X Scale = 1:20.1 1 2 3 5 4 3x8 2x4 2x4 3-7-8 3-7-8 -1-4-0 1-4-0 3-7-8 3-7-8 0- 8 - 1 4 2- 9 - 2 2- 5 - 1 0 0- 3 - 8 2- 9 - 2 6.69 12 Plate Offsets (X,Y)-- [5:0-4-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=221/0-3-8, 4=106/0-1-8 Max Horz 5=82(LC 5) Max Uplift5=-67(LC 6), 4=-20(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J24 Truss Type Jack-Closed Qty 6 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296838 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:57 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-GPSZjk8pWeKZNPrymi_QzLgakP2?MfWRdikmmhzHw5W Scale: 3/8"=1' 1 2 3 4 5 9 8 7 6 3x6 4x6 3x4 2x4 2x4 2x4 2x4 2-4-0 2-4-0 4-2-13 1-10-13 -1-4-0 1-4-0 0-4-0 0-4-0 2-4-0 2-0-0 4-2-13 1-10-13 0- 8 - 0 0- 1 0 - 0 4- 8 - 1 3 3- 5 - 5 1- 3 - 8 3- 8 - 1 3 1- 0 - 0 6.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-5-5,0-2-4], [9:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.07 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.05 0.03 (loc) 8 8 6 l/defl >999 >983 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 4-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=230/0-3-8, 6=131/0-1-8 Max Horz 9=125(LC 5) Max Uplift9=-44(LC 6), 6=-60(LC 5) 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) -1-4-0 to 4-1-1 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) 6 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) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J26 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296839 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:57 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-GPSZjk8pWeKZNPrymi_QzLgb7P2fMg7RdikmmhzHw5W Scale = 1:28.5 1 2 4 3 2x4 2x4 2x4 2x4 2-5-8 2-5-8 2-5-8 2-5-8 1- 7 - 8 4- 1 - 0 3- 9 - 8 0- 3 - 8 4- 1 - 0 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 3-4 3-4 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 2-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=80/Mechanical, 3=80/0-1-8 Max Horz 4=106(LC 5) Max Uplift4=-45(LC 4), 3=-86(LC 5) Max Grav 4=92(LC 5), 3=95(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) 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, 3. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J27 Truss Type Jack-Closed Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296840 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:57 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-GPSZjk8pWeKZNPrymi_QzLgbMP2sMg7RdikmmhzHw5W Scale = 1:18.0 1 2 3 4 5 7 68 3x6 4x6 3x4 2x4 2x4 1-11-0 1-11-0 3-9-8 1-10-8 -1-4-0 1-4-0 0-4-0 0-4-0 1-11-0 1-7-0 3-9-8 1-10-8 0- 8 - 0 0- 1 0 - 0 2- 5 - 0 2- 1 - 8 0- 3 - 8 2- 5 - 0 6.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-5-5,0-2-4], [4:0-2-8,0-2-0], [7:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 -0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 3-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=215/0-3-8, 6=112/0-1-8 Max Horz 7=74(LC 4) Max Uplift7=-89(LC 5), 6=-56(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 lb down and 69 lb up at 1-11-0 on top chord, and 5 lb down and 1 lb up at 1-11-0 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=-14, 3-4=-54, 4-5=-54, 6-7=-20 Concentrated Loads (lb) Vert: 8=1(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J30 Truss Type Jack-Closed Qty 10 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296841 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:58 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-kc0xx49SHySP_ZQ8KQVfVZCmTpOo57MarMTJI7zHw5V Scale: 3/8"=1' 1 2 3 4 6 53x6 4x6 3x4 2x4 1-3-0 1-3-0 4-2-13 2-11-13 -1-4-0 1-4-0 0-4-0 0-4-0 4-2-13 3-10-13 0- 8 - 0 0- 1 0 - 0 4- 8 - 1 3 4- 5 - 5 0- 3 - 8 4- 8 - 1 3 6.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-5-5,0-2-4], [6:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=230/0-3-8, 5=131/0-1-8 Max Horz 6=137(LC 5) Max Uplift6=-46(LC 6), 5=-61(LC 5) 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) -1-4-0 to 4-1-1 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) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J31 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296842 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:58 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-kc0xx49SHySP_ZQ8KQVfVZCnNpPw57MarMTJI7zHw5V Scale: 3/4"=1' 1 2 3 4 6 5 3x4 3x4 2x4 2x4 2-4-0 2-4-0 2-6-3 0-2-3 -1-0-0 1-0-0 0-8-0 0-8-0 2-4-0 1-8-0 2-6-3 0-2-3 0- 6 - 0 0- 1 0 - 0 1- 9 - 0 2- 0 - 1 3 0- 5 - 3 1- 7 - 1 0 2- 0 - 1 3 6.00 12 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=65/Mechanical, 2=162/0-3-8 Max Horz 2=90(LC 6) Max Uplift5=-32(LC 6), 2=-36(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J32 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296843 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:58 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-kc0xx49SHySP_ZQ8KQVfVZCoqpPZ57MarMTJI7zHw5V Scale: 3/4"=1' 1 2 3 2x4 2x4 3x6 1-1-2 1-1-2 2-2-3 1-1-2 0-4-0 0-4-0 2-2-3 1-10-3 0- 7 - 5 2- 0 - 1 3 8.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.05 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1-3 3 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 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=70/Mechanical, 1=70/0-3-8 Max Horz 1=50(LC 5) Max Uplift3=-21(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J41 Truss Type Jack-Closed Girder Qty 2 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296844 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:59 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-CoaK8QA42GaGci?Ku70u2mlxoCjOqack40DtrZzHw5U Scale = 1:17.6 1 2 3 4 5 67 3x4 3x4 2x4 3x4 2x4 2-2-3 2-2-3 3-6-3 1-4-0 -1-0-0 1-0-0 0-8-0 0-8-0 2-2-3 1-6-3 3-6-3 1-4-0 0- 6 - 0 0- 1 0 - 0 2- 4 - 3 2- 0 - 1 1 0- 3 - 8 2- 4 - 3 6.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-9], [4:0-2-8,0-2-0] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 2-6 2-6 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=227/0-3-8, 6=169/0-1-8 Max Horz 2=67(LC 4) Max Uplift2=-68(LC 5), 6=-54(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-16) 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) 6 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) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 44 lb up at 2-2-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 14) BCSI1. 15) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 16) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 2-6=-20 Concentrated Loads (lb) Vert: 7=-96(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J42 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296845 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:59 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-CoaK8QA42GaGci?Ku70u2mly7Cl4qack40DtrZzHw5U Scale = 1:13.9 1 2 3 4 5 3x4 3x4 1-0-4 1-0-4 2-0-2 0-11-15 -1-0-0 1-0-0 0-8-0 0-8-0 2-0-2 1-4-2 0- 6 - 0 0- 1 0 - 0 1- 8 - 1 2 1- 3 - 9 1- 8 - 1 2 6.00 12 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=36/Mechanical, 2=148/0-3-8, 5=11/Mechanical Max Horz 2=56(LC 6) Max Uplift4=-23(LC 6), 2=-47(LC 6) Max Grav 4=36(LC 1), 2=148(LC 1), 5=31(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) 4, 2. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J44 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296846 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:23:59 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-CoaK8QA42GaGci?Ku70u2mlyMCl9qack40DtrZzHw5U Scale = 1:13.7 1 2 3 4 5 3x4 3x4 0-8-0 0-8-0 1-6-5 0-10-5 -1-0-0 1-0-0 0-8-0 0-8-0 1-6-5 0-10-5 0- 6 - 0 0- 1 0 - 0 1- 8 - 5 1- 1 - 1 3 1- 8 - 5 6.00 12 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2 2 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=28/Mechanical, 2=130/0-3-8, 5=8/Mechanical Max Horz 2=54(LC 6) Max Uplift4=-23(LC 6), 2=-39(LC 6) Max Grav 4=28(LC 1), 2=130(LC 1), 5=25(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) 4, 2. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J49 Truss Type Jack-Closed Qty 5 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296847 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:00 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-h_8iMmBipZi7EsZXSqX7b_I4Tc1eZ0stJgyQN0zHw5T Scale = 1:31.2 1 2 3 4 5 3x4 3x4 3x6 3x4 2-10-11 2-10-11 5-9-0 2-10-5 -1-0-0 1-0-0 0-8-0 0-8-0 5-9-0 5-1-0 0- 6 - 0 0- 1 0 - 0 4- 2 - 1 1 3- 1 1 - 3 0- 3 - 8 4- 2 - 1 1 6.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-5], [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) 0.30 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 0.00 (loc) 2-5 2-5 5 l/defl >999 >692 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 5-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=270/0-3-8, 5=195/0-1-8 Max Horz 2=120(LC 5) Max Uplift2=-53(LC 6), 5=-44(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J50 Truss Type Jack-Closed Girder Qty 2 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296848 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:00 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-h_8iMmBipZi7EsZXSqX7b_I33c17Z0stJgyQN0zHw5T Scale = 1:18.0 1 2 3 4 5 6 7 8 9 3x4 3x4 3x4 4x6 3x6 2-9-0 2-9-0 5-9-0 3-0-0 -1-0-0 1-0-0 0-8-0 0-8-0 2-9-0 2-1-0 5-9-0 3-0-0 0- 6 - 0 0- 1 0 - 0 2- 2 - 1 1 1- 1 1 - 3 0- 3 - 8 2- 2 - 1 1 6.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-1], [4:0-2-0,0-2-3], [6:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.33 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.08 0.00 (loc) 2-6 2-6 6 l/defl >999 >859 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 5-9-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=264/0-3-8, 6=188/0-1-8 Max Horz 2=63(LC 4) Max Uplift2=-109(LC 5), 6=-73(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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=109. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 84 lb up at 2-9-0, and 43 lb down and 25 lb up at 3-9-12 on top chord, and 74 lb down and 83 lb up at 2-9-0, and 6 lb down and 4 lb up at 3-9-12 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): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 2-6=-20 Concentrated Loads (lb) Vert: 4=84(F) 8=-74(F) 9=4(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J51 Truss Type Jack-Open Qty 2 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296849 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:00 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-h_8iMmBipZi7EsZXSqX7b_I7tc4MZ0stJgyQN0zHw5T Scale = 1:17.0 1 2 3 5 4 3x4 3x4 3x4 2x4 1-0-8 1-0-8 2-0-11 1-0-3 -1-0-0 1-0-0 0-8-0 0-8-0 2-0-11 1-4-11 0- 6 - 0 0- 1 0 - 0 2- 2 - 1 1 1- 8 - 3 2- 2 - 1 1 6.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-1-4] 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) 0.08 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2 2 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=34/Mechanical, 2=147/0-3-8, 5=11/Mechanical Max Horz 2=67(LC 6) Max Uplift4=-32(LC 6), 2=-37(LC 6) Max Grav 4=34(LC 1), 2=147(LC 1), 5=30(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J52 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296850 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:01 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-9Ai4Z5CKatq_r08j?Y2M7BqIr0QaIT60XKi_vSzHw5S Scale = 1:12.9 1 2 3 4 5 3x4 3x4 0-8-0 0-8-0 1-4-12 0-8-12 -1-0-0 1-0-0 0-8-0 0-8-0 1-4-12 0-8-12 0- 6 - 0 0- 1 0 - 0 1- 6 - 1 2 1- 0 - 5 1- 6 - 1 2 6.00 12 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 2 2 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=24/Mechanical, 2=127/0-3-8, 5=5/Mechanical Max Horz 2=50(LC 6) Max Uplift4=-20(LC 6), 2=-42(LC 6) Max Grav 4=24(LC 1), 2=127(LC 1), 5=22(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) 4, 2. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss J53 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296851 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:01 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-9Ai4Z5CKatq_r08j?Y2M7BqIr0QaIT60XKi_vSzHw5S Scale = 1:12.9 1 2 3 4 5 3x4 3x4 0-8-0 0-8-0 1-4-12 0-8-12 -1-0-0 1-0-0 0-8-0 0-8-0 1-4-12 0-8-12 0- 6 - 0 0- 1 0 - 0 1- 6 - 1 2 1- 0 - 5 1- 6 - 1 2 6.00 12 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 2 2 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=24/Mechanical, 2=127/0-3-8, 5=5/Mechanical Max Horz 2=50(LC 6) Max Uplift4=-20(LC 6), 2=-42(LC 6) Max Grav 4=24(LC 1), 2=127(LC 1), 5=22(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) 4, 2. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss M01 Truss Type Monopitch Qty 5 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296852 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:01 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-9Ai4Z5CKatq_r08j?Y2M7BqDx0LIIT60XKi_vSzHw5S Scale = 1:21.0 1 2 3 4 2x4 2x4 2x4 6-1-0 6-1-0 -1-4-0 1-4-0 6-1-0 6-1-0 0- 6 - 0 2- 9 - 5 2- 5 - 1 3 0- 3 - 8 2- 9 - 5 4.49 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.45 0.36 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.00 (loc) 2-4 2-4 4 l/defl >999 >412 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=304/0-3-8, 4=204/0-1-8 Max Horz 2=87(LC 5) Max Uplift2=-81(LC 6), 4=-31(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss M02 Truss Type Jack-Closed Qty 2 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296853 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:02 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-dNGSnRCyLByrTAjvZFZbgPNMRQhN1wMAm_RXRuzHw5R Scale = 1:21.0 1 2 3 2x4 2x4 2x4 6-1-0 6-1-0 6-1-0 6-1-0 0- 6 - 0 2- 9 - 5 2- 5 - 1 3 0- 3 - 8 2- 9 - 5 4.49 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.53 0.37 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.00 (loc) 1-3 1-3 3 l/defl >987 >395 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 6-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=217/Mechanical, 3=217/0-1-8 Max Horz 1=82(LC 5) Max Uplift1=-23(LC 6), 3=-38(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 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) 1, 3. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss M04 Truss Type Monopitch Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296854 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:02 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-dNGSnRCyLByrTAjvZFZbgPNSfQlm1wMAm_RXRuzHw5R Scale = 1:20.1 1 2 4 3 3x8 2x4 2x4 3-7-8 3-7-8 3-7-8 3-7-8 0- 8 - 1 4 2- 9 - 2 2- 5 - 1 0 0- 3 - 8 2- 9 - 2 6.69 12 Plate Offsets (X,Y)-- [1:0-4-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 3-4 3-4 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 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=123/0-3-8, 3=123/0-1-8 Max Horz 4=71(LC 5) Max Uplift4=-5(LC 6), 3=-30(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) 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. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss MG01 Truss Type Monopitch Girder Qty 2 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296855 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:02 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-dNGSnRCyLByrTAjvZFZbgPNQoQhV1wMAm_RXRuzHw5R Scale = 1:25.8 1 2 3 4 56 3x4 2x4 4x6 2x4 3x4 1-11-4 1-11-4 3-6-3 1-6-15 0-8-0 0-8-0 3-6-3 2-10-3 0- 6 - 0 0- 1 0 - 0 2- 1 - 6 6.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-5-5,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.37 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 1-5 1-5 5 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 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=483/0-3-8, 5=410/Mechanical Max Horz 1=94(LC 4) Max Uplift1=-40(LC 3), 5=-70(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 1, 5. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 655 lb down and 67 lb up at 1-6-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 2-4=-54, 1-5=-20 Concentrated Loads (lb) Vert: 6=-655(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss MG02 Truss Type Monopitch Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296856 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:03 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-5Zqq_nDa6U4i5KI67z4qCcwcQq2nmNcJ?eB4_KzHw5Q Scale = 1:20.1 1 2 4 35 3x8 2x4 3x6 3-7-8 3-7-8 3-7-8 3-7-8 0- 8 - 1 4 2- 9 - 2 2- 5 - 1 0 0- 3 - 8 2- 9 - 2 6.69 12 Plate Offsets (X,Y)-- [1:0-4-2,0-1-8], [3:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.30 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 3-4 3-4 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 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=227/0-3-8, 3=217/0-1-8 Max Horz 4=71(LC 4) Max Uplift4=-24(LC 5), 3=-46(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, 3. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 197 lb down and 35 lb up at 1-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Concentrated Loads (lb) Vert: 5=-197(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss PB01 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296857 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:03 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-5Zqq_nDa6U4i5KI67z4qCcweqq5bmNDJ?eB4_KzHw5Q Scale = 1:17.3 2 3 4 5 6 8 1 7 3x4 3x4 2x4 2x4 2x4 2x4 8-0-0 8-0-0 2-11-12 2-11-12 5-0-4 2-0-7 8-0-0 2-11-12 -0 - 0 - 4 1- 9 - 8 1- 1 1 - 1 4 0- 1 - 0 0- 1 - 8 1- 8 - 4 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [5:0-2-0,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) 0.10 0.12 0.03 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: 19 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-0-0. (lb) - Max Horz 1=39(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 8 except 2=254(LC 10), 6=254(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-16) 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, 7, 2, 6. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 14) BCSI1. 15) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 16) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss PB02 Truss Type GABLE Qty 12 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296858 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:04 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-ZlODB7ECtoCZjUtIhgc3lpSodDRtVqOTEIweWnzHw5P Scale = 1:22.9 2 3 4 6 1 5 4x6 2x4 2x4 2x4 8-0-0 8-0-0 4-0-0 4-0-0 8-0-0 4-0-0 -0 - 0 - 4 2- 7 - 1 2 2- 8 - 0 0- 1 - 0 0- 1 - 8 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.12 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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.All bearings 8-0-0. (lb) - Max Horz 1=-57(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 1=-130(LC 1), 5=-130(LC 1), 2=-151(LC 6), 4=-142(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=309(LC 1), 4=309(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 1, 130 lb uplift at joint 5, 151 lb uplift at joint 2 and 142 lb uplift at joint 4. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss PB03 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296859 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:04 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-ZlODB7ECtoCZjUtIhgc3lpSnFDP?VqsTEIweWnzHw5P Scale = 1:17.1 2 3 4 5 1 6 8x10 8x10 8-0-0 8-0-0 1-8-15 1-8-15 6-3-0 4-6-1 8-0-0 1-8-15 -0 - 0 - 4 0- 1 1 - 1 0 1- 2 - 0 0- 1 - 0 0- 1 - 8 0- 1 0 - 6 8.00 12 Plate Offsets (X,Y)-- [3:0-1-15,0-2-8], [4:0-1-15,0-2-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 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) 1=-156/8-0-0, 6=-156/8-0-0, 2=430/8-0-0, 5=430/8-0-0 Max Horz 1=20(LC 5) Max Uplift1=-241(LC 2), 6=-241(LC 2), 2=-6(LC 5) Max Grav 2=437(LC 10), 5=437(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-341/194, 3-4=-295/175, 4-5=-341/194 BOT CHORD 2-5=-146/295 NOTES-(13-16) 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 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 lb uplift at joint 1, 241 lb uplift at joint 6 and 6 lb uplift at joint 2. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 14) BCSI1. 15) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 16) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T01 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296860 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:05 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-1yxbPTFrd6LQKdSUEO7II1?o8dcUE38cSygB2DzHw5O Scale = 1:74.3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 1020 21 22 23 24 25 4x8 3x6 3x6 5x6 8x8 3x6 3x16 MT18HS 4x6 4x6 3x6 3x6 3x6 4x6 3x8 MT18HS 3x6 11-5-9 11-5-9 22-8-10 11-3-1 33-11-11 11-3-1 41-5-8 7-5-13 8-7-13 8-7-13 17-1-2 8-5-5 25-6-7 8-5-5 33-11-11 8-5-5 41-5-8 7-5-13 5- 6 - 1 5- 8 - 3 0- 8 - 5 5- 6 - 1 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.88 0.80 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.41 -1.00 0.20 (loc) 10-12 10-12 9 l/defl >999 >495 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 156 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 2-15,6-10: 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 (3-8-8 max.): 1-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-14, 6-10 2 Rows at 1/3 pts 2-15 REACTIONS.(lb/size) 15=1738/Mechanical, 9=1737/Mechanical Max Horz 15=-150(LC 4) Max Uplift15=-295(LC 5), 9=-151(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2846/458, 3-4=-2846/458, 4-5=-3524/518, 5-6=-3524/518, 6-7=-2095/333, 7-8=-2645/335, 8-9=-1059/126 BOT CHORD 15-20=-476/2352, 20-21=-476/2352, 14-21=-476/2352, 13-14=-624/3422, 13-22=-624/3422, 22-23=-624/3422, 12-23=-624/3422, 12-24=-559/3375, 11-24=-559/3375, 10-11=-559/3375, 10-25=-208/2123, 9-25=-208/2123 WEBS 2-15=-2691/479, 2-14=0/1040, 4-14=-785/205, 6-12=0/365, 6-10=-1574/413, 7-10=-72/1067 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 295 lb uplift at joint 15 and 151 lb uplift at joint 9. 9) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T02 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296861 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:05 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-1yxbPTFrd6LQKdSUEO7II1?qzdaDE33cSygB2DzHw5O Scale = 1:77.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1021 22 23 24 25 26 5x6 6x8 3x6 3x16 MT18HS5x8 4x6 4x6 5x6 3x6 3x6 3x8 2x4 3x4 5x6 5x6 3x8 MT18HS 2-11-5 2-11-5 12-3-7 9-4-2 21-7-9 9-4-2 30-11-11 9-4-2 41-5-8 10-5-13 2-11-5 2-11-5 9-11-6 7-0-2 16-11-8 7-0-2 23-11-10 7-0-2 30-11-11 7-0-2 36-1-6 5-1-10 41-5-8 5-4-2 5- 8 - 1 1 7- 6 - 1 7- 8 - 3 0- 8 - 5 7- 6 - 1 8.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [3:0-3-0,0-1-12], [4:0-3-0,0-3-0], [9:0-4-2,Edge], [14:0-3-0,0-1-12], [15:0-2-8,0-1-12] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.76 0.94 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -0.70 0.16 (loc) 10-12 10-12 9 l/defl >999 >712 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 186 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 9-11: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-15,4-14,4-12,5-10: 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 (3-2-8 max.): 2-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-15, 4-14, 5-10, 1-16 REACTIONS.(lb/size) 9=1737/Mechanical, 16=1832/Mechanical Max Horz 16=-175(LC 7) Max Uplift9=-168(LC 4), 16=-227(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-829/112, 2-3=-683/124, 3-4=-2284/341, 4-5=-2715/417, 5-6=-1977/319, 6-7=-2423/333, 7-8=-2600/351, 8-9=-1104/0, 1-16=-1884/217 BOT CHORD 15-21=-324/1989, 21-22=-324/1989, 14-22=-324/1989, 13-14=-382/2618, 13-23=-382/2618, 23-24=-382/2618, 12-24=-382/2618, 12-25=-331/2633, 25-26=-331/2633, 11-26=-331/2633, 10-11=-331/2633, 9-10=-220/2078 WEBS 3-15=-1864/349, 3-14=-39/962, 4-14=-620/183, 5-12=0/320, 5-10=-1014/272, 6-10=-48/961, 1-15=-205/1571 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 right exposed ; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 9 and 227 lb uplift at joint 16. 9) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T03 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296862 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:06 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-V8VzcpFTOPTHyn1ho5eXqEYzQ1yNzdKmhcPlafzHw5N Scale = 1:85.8 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 1125 26 3x6 5x6 5x6 3x6 3x6 6x8 3x6 3x6 2x4 2x4 3x8 3x6 3x6 2x4 4x8 6x10 7-1-15 7-1-15 13-11-5 6-9-6 20-11-8 7-0-3 27-11-11 7-0-3 34-9-1 6-9-6 41-5-8 6-8-7 7-1-15 7-1-15 13-11-5 6-9-6 20-11-8 7-0-3 27-11-11 7-0-3 34-9-1 6-9-6 41-5-8 6-8-7 0- 4 - 1 1 9- 6 - 1 9- 8 - 3 0- 8 - 5 9- 6 - 1 8.00 12 Plate Offsets (X,Y)-- [1:0-3-10,Edge], [4:0-3-0,0-1-12], [6:0-3-0,0-1-12], [15:0-2-8,0-3-0] 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-M) 0.85 0.82 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.43 0.15 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 189 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-13: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-17,2-16,8-12,8-11: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-7-9 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 5-14, 8-12 REACTIONS.(lb/size) 10=1694/0-2-0, 1=1697/Mechanical Max Horz 1=213(LC 5) Max Uplift10=-118(LC 7), 1=-123(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2643/333, 2-3=-2243/324, 3-4=-2126/352, 4-5=-2040/375, 5-6=-2040/375, 6-7=-2111/349, 7-8=-2221/330, 8-9=-2522/326, 9-10=-1080/0 BOT CHORD 1-17=-227/2126, 16-17=-227/2126, 15-16=-174/1778, 15-25=-174/1778, 14-25=-174/1778, 14-26=-79/1766, 13-26=-79/1766, 12-13=-79/1766, 11-12=-193/2020, 10-11=-193/2020 WEBS 2-17=0/265, 2-16=-425/173, 4-16=-17/508, 4-14=-189/552, 5-14=-465/234, 6-14=-189/569, 6-12=-15/474, 8-12=-319/173 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) 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 at joint(s) 10. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 lb uplift at joint 10 and 123 lb uplift at joint 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T04 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296863 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 13:49:47 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-KIX?NHp4vA_iS3MGzvktWI3n8aEjVpQMg1JntWzHtyo Scale = 1:81.4 1 2 3 4 5 6 7 8 11 9 10 12 13 19 18 17 16 15 1427 28 29 30 31 32 33 34 3x6 5x6 5x6 3x6 2x4 3x8 6x10 8x14 MT18HS 12x20 4x6 2x4 3x4 3x6 2x4 2x4 2x4 5x12 3x8 10-7-9 10-7-9 20-10-8 10-3-0 31-1-8 10-3-0 38-1-0 6-11-8 41-7-0 3-6-0 8-7-15 8-7-15 16-11-4 8-3-6 24-11-12 8-0-7 33-1-6 8-1-10 38-1-0 4-11-10 41-3-0 3-2-0 41-7-0 0-4-0 42-11-0 1-4-0 0- 4 - 1 1 11 - 6 - 1 11 - 8 - 3 0- 8 - 0 11 - 6 - 1 8.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-3-13,Edge], [4:0-2-12,0-1-12], [5:0-2-12,0-1-12], [12:2-7-5,0-4-0], [12:0-2-11,Edge], [12:0-0-13,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.68 0.80 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.66 0.09 (loc) 17-19 17-19 12 l/defl >999 >757 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 190 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-19,7-15,8-14: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud SLIDER Right 2x10 SP 2400F 2.0E 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-3-12 max.): 4-5, 9-21. Except: 5-7-0 oc bracing: 11-12 BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-19, 5-15 REACTIONS.(lb/size) 12=2019/0-3-8, 1=1954/Mechanical Max Horz 1=-267(LC 4) Max Uplift12=-180(LC 7), 1=-136(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2977/329, 2-3=-2840/395, 3-4=-2707/429, 4-5=-1899/328, 5-6=-2655/421, 6-7=-2784/388, 7-8=-2824/329, 8-11=-2735/238, 9-10=-316/38, 10-11=-69/857, 11-12=-1792/143 BOT CHORD 1-27=-177/2391, 27-28=-177/2391, 19-28=-177/2391, 19-29=-62/1813, 18-29=-62/1813, 18-30=-62/1813, 17-30=-62/1813, 17-31=0/1805, 16-31=0/1805, 16-32=0/1805, 15-32=0/1805, 15-33=-128/2342, 33-34=-128/2342, 14-34=-128/2342, 12-14=-138/2415 WEBS 2-19=-386/275, 4-19=-164/928, 4-17=-64/417, 5-17=-66/429, 5-15=-158/884, 7-15=-365/252 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 180 lb uplift at joint 12 and 136 lb uplift at joint 1. 9) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T04 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296863 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 13:49:47 2018 Page 2 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-KIX?NHp4vA_iS3MGzvktWI3n8aEjVpQMg1JntWzHtyo 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801539 Truss T05 Truss Type PIGGYBACK BASE Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296864 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:07 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-zK3Lq9G59jb8axctMo9mNS47HREji6evwG9I76zHw5M Scale = 1:90.6 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 1125 26 27 28 29 3x6 6x8 5x8 3x6 4x10 3x4 3x6 3x4 2x4 3x6 3x8 3x4 2x4 6x8 3x4 3x4 3x6 8-8-0 8-8-0 16-11-8 8-3-8 24-11-8 8-0-0 33-1-4 8-1-12 38-1-0 4-11-12 41-7-0 3-6-0 8-8-0 8-8-0 16-11-8 8-3-8 24-11-8 8-0-0 33-1-4 8-1-12 38-1-0 4-11-12 41-3-0 3-2-0 41-7-0 0-4-0 42-11-0 1-4-0 0- 4 - 1 1 11 - 8 - 5 0- 7 - 5 11 - 8 - 5 8.00 12 Plate Offsets (X,Y)-- [1:0-6-3,0-2-5], [3:0-1-8,0-1-8], [5:0-4-8,0-1-12], [6:0-5-4,0-2-4], [7:0-1-8,0-1-8], [10:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.90 1.00 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.48 0.15 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 183 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-15: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16,7-11: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-6-0, Right 2x4 SPF-S Stud 3-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-2-6 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 1-4-12 oc bracing: 14-16. WEBS 1 Row at midpt 3-14, 5-13, 7-13 REACTIONS.(lb/size) 1=1875/Mechanical, 10=1870/0-3-8 Max Horz 1=261(LC 5) Max Uplift1=-133(LC 6), 10=-131(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2063/76, 2-3=-2706/326, 3-4=-2180/306, 4-5=-2045/341, 5-6=-1680/339, 6-7=-2139/340, 7-8=-2598/317, 8-9=-2745/298, 9-10=-1221/0 BOT CHORD 1-25=-192/2340, 16-25=-192/2340, 16-26=-192/2340, 15-26=-192/2340, 14-15=-192/2340, 14-27=-77/1707, 13-27=-77/1707, 12-13=-168/2227, 12-28=-168/2227, 11-28=-168/2227, 11-29=-168/2227, 10-29=-168/2227 WEBS 3-16=0/391, 3-14=-785/226, 5-14=-29/762, 6-13=-12/691, 7-13=-695/216, 7-11=0/357 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 1 = 8% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 1 and 131 lb uplift at joint 10. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T06 Truss Type PIGGYBACK BASE Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296865 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:08 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-SXdj1VHjw1j?B5B3wWg?vfdJPrdTRWs28wurfYzHw5L Scale = 1:103.0 1 2 3 4 5 6 7 8 9 10 11 12 15 13 14 16 17 29 28 27 26 25 24 2322 21 20 19 1837 38 5x8 2x4 3x6 6x10 5x6 3x6 2x4 3x6 2x4 2x4 5x12 3x6 2x4 8x8 3x12 3x4 2x4 4x8 4x6 5x12 3x6 2x4 2x4 2x4 2x4 2x4 6x16 6x16 3-6-0 3-6-0 8-9-12 5-3-12 16-11-8 8-1-12 24-11-8 8-0-0 25-8-0 0-8-8 29-1-8 3-5-8 35-2-4 6-0-12 38-1-0 2-10-12 41-7-0 3-6-0 0-8-0 0-8-0 3-6-0 2-10-0 8-9-12 5-3-12 16-11-8 8-1-12 24-11-8 8-0-0 25-8-0 0-8-8 29-1-8 3-5-8 35-2-4 6-0-12 38-1-0 2-10-12 41-3-0 3-2-0 41-7-0 0-4-0 42-11-0 1-4-0 0- 6 - 0 11 - 8 - 5 0- 8 - 0 3- 0 - 0 11 - 8 - 5 6.00 12 8.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-2], [2:1-2-2,0-1-12], [5:0-1-8,0-1-8], [7:0-6-0,0-1-8], [8:0-3-8,0-2-8], [9:0-2-12,0-1-8], [15:0-3-8,0-0-0], [16:2-2-8,0-1-8], [16:0-3-13,0-0-8], [19:0-2-0 ,0-2-0], [21:0-6-12,0-3-4], [23:0-5-8,0-2-12], [26:0-1-8,0-2-0] 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-M) 0.88 0.78 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.50 0.24 (loc) 28-29 28-29 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 221 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 1-27: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 22-24,5-28,9-23,11-21,11-19,4-29,12-18: 2x4 SPF-S Stud WEDGE Left: 2x4 SP No.3 SLIDER Right 2x4 SPF-S Stud 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (4-8-9 max.): 2-3, 7-8, 13-34. Except: 6-0-0 oc bracing: 15-16 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-26, 9-23 REACTIONS.(lb/size) 1=1733/Mechanical, 16=1664/0-3-8 Max Horz 1=-264(LC 4) Max Uplift1=-134(LC 6), 16=-180(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2683/251, 2-3=-281/42, 2-4=-2422/229, 4-5=-2607/339, 5-6=-1919/306, 6-7=-1786/341, 7-8=-1947/332, 8-9=-2411/363, 9-10=-3084/379, 10-11=-3195/365, 11-12=-2343/318, 12-15=-2255/258, 14-15=-85/676, 15-16=-1504/142 BOT CHORD 1-29=-184/2214, 29-37=-178/2163, 28-37=-178/2163, 28-38=-178/2163, 27-38=-178/2163, 26-27=-178/2163, 22-23=-84/2589, 21-22=-85/2590, 18-19=-142/1932, 16-18=-150/1983 WEBS 9-21=-41/959, 5-28=0/458, 5-26=-839/225, 9-23=-1039/184, 19-21=-159/2166, 11-21=-50/671, 11-19=-871/132, 23-25=0/389, 8-23=-69/981, 23-26=-59/1574, 7-23=-25/714 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 1 and 180 lb uplift at joint 16. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T07 Truss Type PIGGYBACK BASE Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296866 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:09 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-wjB6FqILhKrspFmFTDBEStAWeEzYAshCNaePB_zHw5K Scale = 1:115.4 12 3 4 5 6 7 8 9 10 11 12 15 13 14 16 35 34 33 32 31 30 29 28 27 26 25 24 23 2221 20 19 18 174344 45 6x6 5x6 3x6 2x4 8x8 3x12 5x12 2x4 3x6 6x10 2x4 3x8 5x12 2x4 2x4 2x4 3x4 2x4 2x4 2x4 6x10 3x6 2x4 5x12 4x8 5x6 4x6 5x12 3x6 4x6 4x6 4x6 2x4 2x4 6x16 1-4-0 1-4-0 2-4-3 1-0-3 4-2-13 1-10-10 10-7-3 6-4-5 17-1-2 6-6-0 18-11-12 1-10-10 24-11-8 5-11-12 25-8-0 0-8-8 29-1-8 3-5-8 35-2-4 6-0-12 38-1-0 2-10-12 41-7-0 3-6-0 -1-0-0 1-0-0 0-8-0 0-8-0 1-4-0 0-8-0 2-4-3 1-0-3 4-2-13 1-10-10 10-7-3 6-4-5 16-11-8 6-4-5 18-11-12 2-0-4 24-11-8 5-11-12 25-8-0 0-8-8 29-1-8 3-5-8 35-2-4 6-0-12 38-1-0 2-10-12 41-3-0 3-2-0 41-7-0 0-4-0 0- 4 - 1 1 11 - 8 - 5 0- 8 - 0 3- 0 - 0 11 - 8 - 5 8.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-1-7,Edge], [2:0-2-8,0-2-0], [5:0-3-0,0-3-0], [6:0-3-12,0-2-0], [8:0-3-12,0-2-0], [9:0-2-12,0-1-8], [15:0-3-8,0-0-0], [16:2-2-8,0-1-8], [16:Edge,0-2-12], [18:0-1-12,0-2-0], [20:0-6-12,0-3-4], [22:0-4-4,0-2-4], [28:0-4-12,0-2-8], [30:0-2-0,0-1-12], [31:0-8-0,0-3-4], [33:0-4-0,0-3-0] 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-M) 0.66 0.79 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.54 -1.00 0.41 (loc) 29-30 29-30 16 l/defl >929 >499 n/a L/d 240 180 n/a PLATES MT20 Weight: 244 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-34,28-31: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-32,7-25,9-19,31-33,18-20,8-24,6-30,6-28,7-22: 2x4 SPF No.2 SLIDER Right 2x4 SPF-S Stud 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins, except 2-0-0 oc purlins (3-9-13 max.): 6-8, 13-37. Except: 6-0-0 oc bracing: 15-16 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-25, 4-30, 9-22 REACTIONS.(lb/size) 16=1608/0-3-8, 1=1696/0-3-8 Max Horz 1=-258(LC 4) Max Uplift16=-132(LC 7), 1=-138(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1687/196, 2-3=-3522/397, 3-4=-4611/545, 4-5=-2896/350, 5-6=-2910/503, 6-7=-1743/350, 7-8=-1977/341, 8-9=-2456/377, 9-10=-3141/404, 10-11=-3252/391, 11-12=-2384/323, 12-15=-2286/258, 14-15=-35/637, 15-16=-1573/192 BOT CHORD 1-35=-170/1239, 32-33=-29/266, 30-31=-472/3982, 30-43=-83/1678, 29-43=-83/1678, 29-44=-83/1678, 28-44=-83/1678, 21-22=-142/2638, 20-21=-142/2638, 17-18=-184/1967, 16-17=-194/2020 WEBS 3-33=-698/73, 4-31=-83/1096, 7-28=-646/176, 9-20=-59/976, 31-33=-331/2898, 3-31=-123/904, 4-30=-1679/325, 5-30=-394/254, 9-22=-1068/204, 18-20=-206/2205, 11-20=-60/685, 11-18=-883/149, 22-24=0/337, 8-22=-105/1077, 6-30=-244/1223, 6-28=-180/497, 22-28=-77/1804, 7-22=-13/455, 2-35=-1304/176, 33-35=-176/1224, 2-33=-168/1759 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 16 and 138 lb uplift at joint 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T08 Truss Type Roof Special Qty 5 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296867 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:10 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-OvlUSAIzSeziRPKS1xiT?4iiXeLyvUrLcENykQzHw5J Scale = 1:43.3 1 2 34 5 67 8 9 12 11 1013 14 12x20 4x6 12x20 3x6 3x6 2x4 2x4 2x4 2-10-0 2-10-0 7-11-4 5-1-4 13-0-8 5-1-4 15-10-8 2-10-0 -1-0-0 1-0-0 0-8-0 0-8-0 2-10-0 2-2-0 7-11-4 5-1-4 13-0-8 5-1-4 15-2-8 2-2-0 15-10-8 0-8-0 16-10-8 1-0-0 0- 6 - 0 0- 1 0 - 0 5- 8 - 3 0- 6 - 0 6.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-9], [3:0-10-5,Edge], [7:0-10-5,Edge], [8:Edge,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.58 0.65 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.34 0.01 (loc) 10-11 10-11 8 l/defl >999 >546 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 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=731/0-3-8, 8=731/0-3-8 Max Horz 2=94(LC 5) Max Uplift2=-96(LC 6), 8=-96(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-810/36, 3-4=-532/108, 4-5=-818/126, 5-6=-818/126, 6-7=-532/108, 7-8=-810/36 BOT CHORD 2-12=-1/628, 12-13=-1/628, 11-13=-1/628, 11-14=-1/628, 10-14=-1/628, 8-10=-1/628 WEBS 5-11=-6/528 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 2 and 96 lb uplift at joint 8. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T09 Truss Type Roof Special Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296868 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:10 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-OvlUSAIzSeziRPKS1xiT?4iiBeLfvUlLcENykQzHw5J Scale = 1:43.3 1 23 4 56 7 10 9 811 12 3x6 12x20 4x6 12x20 3x6 2x4 2x4 2x4 0-8-0 0-8-0 0-8-5 0-0-5 2-10-0 2-1-11 7-11-4 5-1-4 13-0-8 5-1-4 15-2-3 2-1-11 15-2-8 0-0-5 15-10-8 0-8-0 0-8-0 0-8-0 0-8-5 0-0-5 2-10-0 2-1-11 7-11-4 5-1-4 13-0-8 5-1-4 15-2-3 2-1-11 15-2-8 0-0-5 15-10-8 0-8-0 0- 6 - 0 0- 1 0 - 0 5- 8 - 3 0- 6 - 0 6.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-9], [2:1-2-2,0-1-12], [6:1-2-2,0-1-12], [7:Edge,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.61 0.67 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.36 0.01 (loc) 8-9 8-9 7 l/defl >998 >524 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-4,4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 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) 1=669/0-3-8, 7=669/0-3-8 Max Horz 1=96(LC 5) Max Uplift1=-55(LC 6), 7=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-812/45, 2-3=-537/112, 3-4=-828/136, 4-5=-828/136, 5-6=-537/112, 6-7=-812/45 BOT CHORD 1-10=-11/638, 10-11=-11/638, 9-11=-11/638, 9-12=-11/638, 8-12=-11/638, 7-8=-11/638 WEBS 4-9=-15/538 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 1 and 55 lb uplift at joint 7. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T10 Truss Type Common Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296869 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:11 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-s6JsfWJbDy5Z2YvebeEiXIFuF2e4eywVru7VGtzHw5I Scale = 1:43.3 1 2 3 45 65x8 4x6 5x8 2x4 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- 4 - 1 1 5- 8 - 3 0- 4 - 1 1 8.00 12 Plate Offsets (X,Y)-- [1:0-1-1,Edge], [3:0-1-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.52 0.85 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.30 0.02 (loc) 1-4 1-4 3 l/defl >999 >622 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=675/Mechanical, 3=675/Mechanical Max Horz 1=125(LC 5) Max Uplift1=-55(LC 6), 3=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-886/107, 2-3=-886/107 BOT CHORD 1-5=-1/636, 4-5=-1/636, 4-6=-1/636, 3-6=-1/636 WEBS 2-4=0/429 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 1 and 55 lb uplift at joint 3. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T11 Truss Type PIGGYBACK BASE Qty 5 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296870 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:12 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-KIsEtsKE_FDQgiUq9Mlx4VnyeSzkNE1e3Ys3oJzHw5H Scale = 1:114.3 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 143536 37 5x8 6x6 6x8 3x6 4x8 2x4 3x8 5x12 2x4 4x8 6x8 2x4 2x4 2x4 2x4 2x4 3x8 6x18 MT18HS 4x10 5x12 3x4 2x4 6x10 3x6 3x8 3x6 1-0-0 1-0-0 2-2-0 1-2-0 3-6-0 1-4-0 10-2-12 6-8-12 17-10-0 7-7-4 19-2-0 1-4-0 24-11-8 5-9-8 33-3-0 8-3-8 41-7-0 8-4-0 -1-0-0 1-0-0 0-8-0 0-8-0 1-0-0 0-4-0 2-2-0 1-2-0 3-6-0 1-4-0 10-2-12 6-8-12 16-11-8 6-8-12 17-10-0 0-10-8 19-2-0 1-4-0 24-11-8 5-9-8 33-3-0 8-3-8 41-7-0 8-4-0 0- 4 - 1 1 11 - 8 - 5 0- 7 - 5 1- 4 - 0 11 - 8 - 5 8.00 12 Plate Offsets (X,Y)-- [1:0-4-0,0-2-8], [4:0-3-8,0-2-0], [6:0-3-12,0-3-4], [7:0-3-12,0-2-0], [9:0-4-8,0-1-8], [11:0-1-8,0-1-8], [13:Edge,0-2-4], [16:0-5-12,0-2-8], [20:0-2-4,0-3-4], [22:0-5-0 ,0-1-12], [23:0-10-0,0-3-8], [25:0-6-0,0-2-12], [27:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.99 0.95 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.61 -1.14 0.45 (loc) 21-22 21-22 13 l/defl >815 >438 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 212 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-13: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 1-26,20-23,13-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-26,4-24,23-25,3-23,25-27,2-25: 2x4 SPF 2100F 1.8E 19-21,4-22,5-22,16-20,11-14,2-27: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-1-11 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 22-23. WEBS 1 Row at midpt 8-17, 11-16 2 Rows at 1/3 pts 4-22 REACTIONS.(lb/size) 1=1720/0-3-8, 13=1786/Mechanical Max Horz 1=263(LC 5) Max Uplift1=-138(LC 6), 13=-131(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1913/213, 2-3=-3763/402, 3-4=-5841/694, 4-5=-3014/348, 5-6=-3068/487, 6-7=-3063/518, 7-8=-1798/348, 8-9=-1799/349, 9-10=-1858/337, 10-11=-1991/302, 11-12=-2651/315, 12-13=-1122/0 BOT CHORD 1-27=-175/1320, 26-27=-32/310, 24-25=-52/459, 22-23=-663/5255, 22-35=-93/1726, 21-35=-93/1726, 20-21=-93/1726, 15-16=-170/2126, 15-36=-170/2126, 14-36=-170/2126, 14-37=-170/2126, 13-37=-170/2126 WEBS 3-25=-1101/111, 4-23=-151/1750, 23-25=-341/3156, 3-23=-280/1739, 4-22=-2824/505, 5-22=-444/275, 16-20=-19/1567, 9-20=-179/604, 9-16=-51/305, 11-16=-723/218, 11-14=0/358, 7-22=-260/1317, 7-20=-167/504, 2-27=-796/119, 25-27=-167/1164, 2-25=-161/1775 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 lb uplift at joint 1 and 131 lb uplift at joint 13. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T11 Truss Type PIGGYBACK BASE Qty 5 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296870 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:12 2018 Page 2 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-KIsEtsKE_FDQgiUq9Mlx4VnyeSzkNE1e3Ys3oJzHw5H 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801539 Truss T13 Truss Type PIGGYBACK BASE Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296871 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:13 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-oUQc4CLslZLHIs31i3GAcjK8qsJY6hOnICccKlzHw5G Scale = 1:102.8 2 3 4 5 6 7 8 9 10 11 1 20 19 18 17 16 15 14 13 12 8x8 5x6 6x8 3x6 5x12 2x4 5x12 3x6 3x4 2x4 3x6 3x4 3x6 3x8 6x8 5x8 3x4 2x4 6x8 3x6 2-2-0 2-2-0 9-6-12 7-4-12 16-11-8 7-4-12 19-2-0 2-2-8 24-11-8 5-9-8 33-3-0 8-3-8 41-7-0 8-4-0 -1-0-0 1-0-0 0-8-0 0-8-0 2-2-0 1-6-0 9-6-12 7-4-12 16-11-8 7-4-12 19-2-0 2-2-8 24-11-8 5-9-8 33-3-0 8-3-8 41-7-0 8-4-0 0- 4 - 1 1 11 - 8 - 5 0- 7 - 5 0- 8 - 0 11 - 8 - 5 8.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-9], [2:0-7-15,Edge], [4:0-1-8,0-1-8], [5:0-3-12,0-2-0], [7:0-4-8,0-1-12], [9:0-1-8,0-1-8], [11:Edge,0-2-4], [14:0-4-0,0-2-4], [16:0-6-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.90 0.85 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.46 0.28 (loc) 2-19 12-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 220 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 1-20: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-19,14-16,9-12,3-19,2-20: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-6-5 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-20 9-4-8 oc bracing: 2-19. WEBS 1 Row at midpt 6-15, 4-17, 6-17, 9-14 REACTIONS.(lb/size) 1=1540/0-3-8, 11=1528/Mechanical Max Horz 1=264(LC 5) Max Uplift1=-126(LC 6), 11=-131(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-820/132, 2-3=-3101/440, 3-4=-2460/348, 4-5=-1843/347, 5-6=-1439/341, 6-7=-1487/348, 7-8=-1626/339, 8-9=-1759/303, 9-10=-2232/316, 10-11=-853/0 BOT CHORD 2-19=-389/2933, 18-19=-172/1988, 17-18=-172/1988, 16-17=-79/1490, 13-14=-170/1779, 12-13=-170/1779, 11-12=-170/1779 WEBS 4-19=0/476, 4-17=-704/208, 5-17=-75/709, 6-17=-433/217, 14-16=-17/1334, 7-16=-173/412, 7-14=-41/389, 9-14=-538/216, 9-12=0/314, 3-19=-989/226 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 1 and 131 lb uplift at joint 11. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T14 Truss Type PIGGYBACK BASE Qty 2 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296872 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:13 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-oUQc4CLslZLHIs31i3GAcjK8GsNr6nQnICccKlzHw5G Scale = 1:91.8 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 1428 29 30 31 32 2x4 3x6 5x8 6x8 3x6 5x12 3x6 3x4 2x4 3x8 3x6 3x4 2x4 6x8 3x4 3x4 6x16 3x6 2x4 2x4 3-6-0 3-6-0 8-9-12 5-3-12 16-11-8 8-1-12 24-11-8 8-0-0 33-1-4 8-1-12 41-7-0 8-5-12 -1-0-0 1-0-0 0-8-0 0-8-0 3-6-0 2-10-0 8-9-12 5-3-12 16-11-8 8-1-12 24-11-8 8-0-0 33-1-4 8-1-12 41-7-0 8-5-12 0- 6 - 0 11 - 8 - 5 0- 7 - 5 11 - 8 - 5 6.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-1-9,0-1-14], [6:0-1-8,0-1-8], [8:0-5-4,0-2-4], [9:0-4-8,0-1-12], [11:0-1-8,0-1-8], [13:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.94 0.64 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.48 0.14 (loc) 16-17 19-20 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 190 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* 6-19,11-14,5-20: 2x4 SPF-S Stud WEDGE Left: 2x6 SP No.2 SLIDER Right 2x4 SPF-S Stud 3-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-1-11 max.): 3-4, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 9-17, 11-16 REACTIONS.(lb/size) 2=1926/0-3-8, 13=1891/Mechanical Max Horz 2=269(LC 5) Max Uplift2=-170(LC 6), 13=-132(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2921/246, 3-4=-294/35, 3-5=-2649/232, 5-6=-2844/335, 6-7=-2171/305, 7-8=-2038/339, 8-9=-1702/339, 9-10=-2052/340, 10-11=-2178/305, 11-12=-2632/318, 12-13=-1242/0 BOT CHORD 2-20=-192/2412, 20-28=-186/2360, 19-28=-186/2360, 19-29=-186/2360, 18-29=-186/2360, 17-18=-186/2360, 17-30=-18/1713, 16-30=-18/1713, 15-16=-168/2256, 15-31=-168/2256, 14-31=-168/2256, 14-32=-168/2256, 13-32=-168/2256 WEBS 6-19=0/440, 6-17=-822/223, 8-17=-10/722, 9-16=-27/731, 11-16=-691/216, 11-14=0/352 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 170 lb uplift at joint 2 and 132 lb uplift at joint 13. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T15 Truss Type PIGGYBACK BASE Qty 3 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296873 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:14 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-Gh_?IYMUWtT8v0eDGnnP9wtJkFhsr9HxXsLAtCzHw5F Scale = 1:107.1 2 3 4 5 6 7 8 9 10 11 1 18 17 16 15 14 13 12262728 29 8x8 6x6 6x8 3x6 2x4 6x16 5x8 2x4 2x4 3x6 2x4 4x8 5x8 3x4 2x4 6x10 3x6 6x16 1-1-0 1-1-0 2-4-0 1-3-0 9-7-12 7-3-12 17-8-0 8-0-4 24-11-8 7-3-8 33-3-0 8-3-8 41-7-0 8-4-0 -1-0-0 1-0-0 0-8-0 0-8-0 1-1-0 0-5-0 2-4-0 1-3-0 9-7-12 7-3-12 16-11-8 7-3-12 17-8-0 0-8-8 24-11-8 7-3-8 33-3-0 8-3-8 41-7-0 8-4-0 0- 4 - 1 1 11 - 8 - 5 0- 7 - 5 1- 0 - 0 11 - 8 - 5 8.00 12 Plate Offsets (X,Y)-- [1:0-7-3,Edge], [5:0-3-12,0-2-0], [7:0-4-8,0-1-12], [9:0-1-8,0-1-8], [11:Edge,0-2-4], [14:0-4-0,0-2-0], [16:0-2-4,0-3-0], [17:0-2-0,0-1-12] 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-M) 0.95 0.72 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.44 -0.83 0.40 (loc) 16-17 16-17 11 l/defl >999 >598 n/a L/d 240 180 n/a PLATES MT20 Weight: 217 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7,7-8: 2x4 SPF No.2, 1-3: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 1-18,13-15: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-18,4-17,14-16,9-12,3-17: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-9-1 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 9-14 REACTIONS.(lb/size) 11=1787/Mechanical, 1=1700/0-3-8 Max Horz 1=264(LC 5) Max Uplift11=-132(LC 7), 1=-132(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-1037/138, 2-3=-3376/402, 3-4=-2944/364, 4-5=-3013/528, 5-6=-1731/352, 6-7=-1732/354, 7-8=-1870/340, 8-9=-2002/305, 9-10=-2651/319, 10-11=-1125/0 BOT CHORD 2-17=-325/3164, 17-26=-92/1701, 26-27=-92/1701, 16-27=-92/1701, 13-14=-174/2126, 13-28=-174/2126, 12-28=-174/2126, 12-29=-174/2126, 11-29=-174/2126 WEBS 2-18=-29/284, 6-16=-377/277, 4-17=-353/251, 14-16=-22/1528, 7-16=-182/442, 7-14=-33/430, 9-14=-713/221, 9-12=0/352, 5-17=-275/1231, 5-16=-299/690, 3-17=-891/173 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 11 and 132 lb uplift at joint 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T16 Truss Type Roof Special Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296874 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:14 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-Gh_?IYMUWtT8v0eDGnnP9wtMoFh8r7gxXsLAtCzHw5F Scale = 1:50.1 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 6x6 5x10 MT18HS 4x6 4x6 2x4 5x6 6x8 3x8 2x4 2x4 6x8 2x4 4x8 2-2-7 2-2-7 8-5-1 6-2-10 14-7-12 6-2-10 17-4-0 2-8-4 21-8-0 4-4-0 21-11-8 0-3-8 -1-4-0 1-4-0 2-2-7 2-2-7 8-5-1 6-2-10 14-7-12 6-2-10 17-4-0 2-8-4 20-0-4 2-8-4 21-8-0 1-7-12 21-11-8 0-3-8 0- 8 - 1 4 1- 1 0 - 1 5- 6 - 1 1 0- 3 - 8 1- 1 0 - 1 6.69 12 16.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-4], [5:0-7-14,0-2-8], [7:0-3-0,0-2-4], [9:0-3-0,0-2-12], [10:0-2-8,0-2-0], [13:0-4-0,0-2-4] 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) 0.76 0.76 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.54 0.06 (loc) 11-13 11-13 9 l/defl >999 >472 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 87 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-15: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-8 max.): 3-5, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=785/0-3-8, 15=875/0-3-8 Max Horz 15=159(LC 5) Max Uplift9=-80(LC 6), 15=-158(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1095/137, 3-4=-2682/451, 4-5=-2682/451, 5-6=-928/164, 6-7=-902/160, 2-15=-735/142 BOT CHORD 14-15=-116/899, 13-14=-124/903, 12-13=-303/2387, 11-12=-303/2387, 10-11=-298/2395, 9-10=-91/679 WEBS 4-13=-382/201, 5-10=-2167/344, 6-10=-190/1236, 7-9=-952/168, 3-13=-333/1833, 5-13=-148/369 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 9 and 158 lb uplift at joint 15. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T17 Truss Type Roof Special Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296875 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:15 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-ktYNVuM6HAb?XADPqUIei8Pb6f3saby4lV5jPezHw5E Scale = 1:49.9 1 2 3 4 5 6 7 8 14 13 12 11 10 9 4x6 4x6 4x8 4x6 2x4 8x8 3x8 4x8 6x8 4x8 3x6 3x6 3-4-13 3-4-13 15-1-12 11-8-15 19-6-4 4-4-8 21-8-0 2-1-12 21-11-8 0-3-8 -1-4-0 1-4-0 3-4-13 3-4-13 9-3-4 5-10-7 15-1-12 5-10-7 17-4-0 2-2-4 19-6-4 2-2-4 21-8-0 2-1-12 21-11-8 0-3-8 0- 8 - 1 4 2- 6 - 1 5- 6 - 1 1 0- 3 - 8 2- 6 - 1 6.69 12 16.00 12 Plate Offsets (X,Y)-- [5:0-2-4,0-3-0], [6:0-2-8,0-1-12], [7:0-3-0,Edge], [8:0-2-12,0-1-8], [9:0-2-8,0-1-0], [11:0-1-12,0-1-12], [14:0-2-12,0-2-4] 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) 0.47 0.60 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -1.02 0.04 (loc) 11-13 11-13 9 l/defl >679 >252 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 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* 6-11,6-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-13 max.): 3-5, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. REACTIONS.(lb/size) 9=788/0-3-8, 14=874/0-3-8 Max Horz 14=165(LC 5) Max Uplift9=-81(LC 6), 14=-155(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1242/100, 3-4=-1030/109, 4-5=-1636/199, 5-6=-2531/369, 6-7=-1015/264, 7-8=-655/132, 8-9=-736/130, 2-14=-911/136 BOT CHORD 12-13=-315/1862, 11-12=-315/1862, 10-11=-17/524 WEBS 3-13=0/446, 5-11=-2169/369, 7-10=-862/245, 4-13=-888/337, 4-11=-285/223, 6-11=-321/2637, 8-10=-145/913, 2-13=-47/1022 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 9 and 155 lb uplift at joint 14. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T18 Truss Type Flat Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296876 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:15 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-ktYNVuM6HAb?XADPqUIei8PijfCuapa4lV5jPezHw5E Scale: 1.5"=1'1 2 4 3 2x4 2x4 2x4 2x4 2-4-0 2-4-0 2-4-0 2-4-0 0- 9 - 8 1- 1 - 0 0- 3 - 8 0- 9 - 8 0- 3 - 8 1- 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) 0.04 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=76/0-1-8, 3=76/0-1-8 Max Horz 4=-23(LC 4) Max Uplift4=-15(LC 4), 3=-15(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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) 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) 4, 3 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) 4, 3. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 4 and 15 lb uplift at joint 3. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T19 Truss Type Hip Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296877 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:16 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-D36ljENk2Ujs9KocOBptELyq23X1JGqE_9qGx4zHw5D Scale = 1:24.6 1 2 3 4 6 5 3x4 3x4 3x4 3x4 3x4 3x4 2-4-0 2-4-0 0-5-8 0-5-8 1-10-8 1-5-0 2-4-0 0-5-8 2- 1 0 - 3 3- 1 - 1 1 3- 6 - 8 3- 9 - 0 0- 3 - 8 2- 1 0 - 3 0- 3 - 8 3- 1 - 1 1 3- 6 - 8 16.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.09 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: 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 2-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=76/0-1-8, 5=76/0-1-8 Max Horz 6=108(LC 5) Max Uplift6=-88(LC 4), 5=-88(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 6, 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) 6, 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 6 and 88 lb uplift at joint 5. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T20 Truss Type Common Qty 2 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296878 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:16 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-D36ljENk2Ujs9KocOBptELypr3WOJGqE_9qGx4zHw5D Scale = 1:30.5 1 2 3 5 4 3x4 3x4 3x4 3x6 3x6 1-2-0 1-2-0 2-4-0 1-2-0 1-2-0 1-2-0 2-4-0 1-2-0 2- 1 0 - 3 3- 1 - 1 1 4- 8 - 5 0- 3 - 8 2- 1 0 - 3 0- 3 - 8 3- 1 - 1 1 16.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-3], [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) 0.27 0.14 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: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=76/0-1-8, 4=76/0-1-8 Max Horz 5=-134(LC 4) Max Uplift5=-114(LC 4), 4=-114(LC 5) Max Grav 5=140(LC 5), 4=139(LC 4) 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) 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, 4 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, 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 5 and 114 lb uplift at joint 4. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T21 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296879 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:17 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-hFg7waOMporjmUNoxvL6nZVq3Tjq2VONDpaqTXzHw5C Scale = 1:80.6 2 3 4 5 6 7 8 9 10 13 11 12 14 15 1 23 22 21 20 19 18 17 16 31 32 5x12 5x6 3x6 6x16 2x4 2x4 6x16 3x6 2x4 3x6 4x8 5x12 3x6 4x10 5x6 3x6 2x4 2x4 2x4 8x8 3x12 8x8 2-4-0 2-4-0 9-8-7 7-4-7 17-8-0 7-11-9 24-11-4 7-3-4 32-2-8 7-3-4 38-1-0 5-10-8 41-7-0 3-6-0 -1-0-0 1-0-0 0-8-0 0-8-0 2-4-0 1-8-0 9-8-7 7-4-7 17-8-0 7-11-9 24-11-4 7-3-4 32-2-8 7-3-4 36-8-12 4-6-4 38-1-0 1-4-4 41-3-0 3-2-0 41-7-0 0-4-0 42-11-0 1-4-0 0- 4 - 1 1 0- 1 0 - 0 6- 1 0 - 5 0- 8 - 0 1- 0 - 0 6- 8 - 3 8.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-0-9,Edge], [4:0-2-12,0-2-0], [8:0-3-0,0-1-12], [13:0-3-8,0-0-0], [14:0-1-6,0-2-12], [14:2-2-8,0-1-8], [19:0-4-4,0-1-8], [21:0-7-12,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.95 0.76 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.85 0.39 (loc) 21-22 21-22 14 l/defl >999 >588 n/a L/d 240 180 n/a PLATES MT20 Weight: 194 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 2-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-22,19-21,7-21,8-19: 2x4 SPF No.2 SLIDER Right 2x4 SPF-S Stud 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 4-8, 11-28. Except: 6-0-0 oc bracing: 13-14 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-22 REACTIONS.(lb/size) 1=1623/0-3-8, 14=1732/0-3-8 Max Horz 1=-155(LC 4) Max Uplift1=-142(LC 5), 14=-159(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-940/168, 2-3=-3519/490, 3-4=-2807/384, 4-5=-2263/357, 5-6=-3196/507, 6-7=-3196/507, 7-8=-2652/439, 8-9=-2374/357, 9-10=-2445/363, 10-13=-2372/302, 12-13=-111/723, 13-14=-1569/163 BOT CHORD 2-22=-519/3440, 22-31=-470/3207, 21-31=-470/3208, 18-19=-141/1934, 18-32=-141/1934, 17-32=-141/1934, 16-17=-183/2032, 14-16=-190/2084 WEBS 4-22=-68/1160, 5-22=-1214/322, 19-21=-328/2631, 7-21=-168/697, 7-19=-844/315, 8-19=-252/1029, 8-17=0/322, 3-22=-1236/245 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 lb uplift at joint 1 and 159 lb uplift at joint 14. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T22 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296880 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:18 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-9SEV7vP_a5zaOdy_VcsLJm1?ft?Un1cXSTJN0zzHw5B Scale = 1:88.2 2 3 4 5 6 7 8 9 10 11 14 12 13 15 16 1 25 24 23 22 21 20 19 18 1733 34 35 5x12 5x6 3x6 6x16 2x4 2x4 6x16 5x12 2x4 2x4 3x6 2x4 4x8 3x4 5x6 4x10 3x6 3x6 2x4 2x4 2x4 8x8 3x12 8x8 2-4-0 2-4-0 7-6-4 5-2-4 17-8-0 10-1-12 23-5-4 5-9-4 29-2-8 5-9-4 35-2-12 6-0-4 38-1-0 2-10-4 41-7-0 3-6-0 -1-0-0 1-0-0 0-8-0 0-8-0 2-4-0 1-8-0 7-6-4 5-2-4 12-8-8 5-2-4 17-8-0 4-11-8 23-5-4 5-9-4 29-2-8 5-9-4 35-2-12 6-0-4 38-1-0 2-10-4 41-3-0 3-2-0 41-7-0 0-4-0 42-11-0 1-4-0 0- 4 - 1 1 0- 1 0 - 0 8- 1 0 - 5 0- 8 - 0 1- 0 - 0 8- 8 - 3 8.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-0-9,Edge], [2:0-8-4,Edge], [5:0-3-0,0-1-12], [9:0-3-0,0-1-12], [14:0-3-8,0-0-0], [15:0-1-6,0-2-12], [15:2-2-8,0-1-8], [21:0-2-4,0-1-12], [23:0-4-12,0-2-8], [24:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.96 0.99 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.66 -1.33 0.36 (loc) 23-24 23-24 15 l/defl >757 >375 n/a L/d 240 180 n/a PLATES MT20 Weight: 218 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 2-23: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-25,4-24,10-19,10-18,11-17,3-24: 2x4 SPF-S Stud WEDGE Left: 2x6 SP No.1 SLIDER Right 2x4 SPF-S Stud 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-7-7 max.): 5-9, 12-30. Except: 6-0-0 oc bracing: 14-15 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 2-24. WEBS 1 Row at midpt 6-22, 8-21 REACTIONS.(lb/size) 1=1709/0-3-8, 15=1747/0-3-8 Max Horz 1=-201(LC 4) Max Uplift1=-113(LC 6), 15=-161(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-26=-992/164, 2-3=-3702/411, 3-4=-3300/372, 4-5=-3315/481, 5-6=-2392/401, 6-7=-2391/402, 7-8=-2391/402, 8-9=-2127/384, 9-10=-2247/355, 10-11=-2471/339, 11-14=-2389/281, 13-14=-98/724, 14-15=-1583/151 BOT CHORD 2-24=-394/3560, 24-33=-231/2031, 33-34=-231/2031, 23-34=-231/2031, 21-35=-64/1798, 20-35=-64/1798, 19-20=-64/1798, 18-19=-161/2044, 17-18=-161/2044, 15-17=-169/2097 WEBS 6-23=-326/164, 5-24=-150/1198, 5-23=-181/745, 21-23=-176/2116, 8-23=-115/467, 8-21=-724/271, 9-21=-195/681, 9-19=-18/415, 10-19=-310/149, 3-24=-1022/165 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 1 and 161 lb uplift at joint 15. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T23 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296881 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:18 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-9SEV7vP_a5zaOdy_VcsLJm1?9t1HnySXSTJN0zzHw5B Scale = 1:101.0 2 3 4 5 6 7 8 9 10 13 11 12 14 1 22 21 20 19 18 17 16 1526 27 28 5x12 5x6 5x6 3x6 2x4 2x4 6x16 5x8 2x4 2x4 4x8 2x4 4x8 4x8 3x4 2x4 2x4 2x4 10x16 4x6 4x6 8x8 2-4-0 2-4-0 9-0-4 6-8-4 17-8-0 8-7-12 26-2-8 8-6-8 33-8-12 7-6-4 38-1-0 4-4-4 41-7-0 3-6-0 -1-0-0 1-0-0 0-8-0 0-8-0 2-4-0 1-8-0 9-0-4 6-8-4 15-8-7 6-8-4 17-8-0 1-11-9 26-2-8 8-6-8 33-8-12 7-6-4 38-1-0 4-4-4 41-3-0 3-2-0 41-7-0 0-4-0 42-11-0 1-4-0 0- 4 - 1 1 10 - 8 - 3 10 - 1 0 - 5 0- 8 - 0 1- 0 - 0 10 - 8 - 3 8.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-0-9,Edge], [5:0-3-0,0-1-12], [7:0-2-12,0-1-12], [9:0-1-8,0-1-8], [13:0-3-11,Edge], [13:Edge,0-2-11], [18:0-3-0,0-2-0], [20:0-2-8,0-2-12], [21:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.93 0.88 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.49 -0.95 0.33 (loc) 20-21 20-21 13 l/defl >999 >522 n/a L/d 240 180 n/a PLATES MT20 Weight: 239 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 2-20: 2x4 SPF 2100F 1.8E, 13-17: 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 2-22,4-21,9-16,10-15,3-21: 2x4 SPF-S Stud SLIDER Right 2x6 SP No.1 2-11-1 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-3-7 max.): 5-7, 11-13. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-19, 9-18 REACTIONS.(lb/size) 1=1661/0-3-8, 13=1758/0-3-8 Max Horz 1=-246(LC 4) Max Uplift1=-127(LC 6), 13=-187(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-962/160, 2-3=-3751/445, 3-4=-2961/351, 4-5=-2990/498, 5-6=-1842/358, 6-7=-1842/360, 7-8=-1850/333, 8-9=-1962/309, 9-10=-2322/315, 10-13=-2136/226 BOT CHORD 2-21=-388/3705, 21-26=-117/1732, 26-27=-117/1732, 20-27=-117/1732, 17-18=-116/1894, 16-17=-116/1895, 16-28=-116/1894, 15-28=-116/1894, 13-15=-126/1959 WEBS 6-20=-462/245, 4-21=-319/228, 18-20=-5/1512, 7-20=-185/559, 7-18=-5/415, 9-18=-446/183, 5-21=-231/1184, 5-20=-232/677, 10-11=-271/100, 3-21=-1375/249 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 1 and 187 lb uplift at joint 13. 7) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T24 Truss Type Half Hip Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296882 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:19 2018 Page 1 Builders First Source, mooresville,in ID:0EjIDGihr2B7?8zLAGWqr1yqxlR-deouLFPdKP5R0nWA3KNas_aCOGMiWPKgg73xYPzHw5A Scale = 1:40.8 1 2 3 4 5 8 7 69 10 4x6 2x4 3x4 3x4 3x4 4x6 3x8 10-9-8 10-9-8 15-10-8 5-1-0 -1-5-0 1-5-0 5-11-0 5-11-0 10-9-8 4-10-8 15-10-8 5-1-0 2- 5 - 6 5- 3 - 3 5- 4 - 1 4 4- 1 1 - 1 1 0- 3 - 8 5- 3 - 3 6.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-0-12], [8:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.83 0.86 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.85 0.01 (loc) 7-8 7-8 6 l/defl >555 >221 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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) 8=723/0-3-8, 6=605/0-1-8 Max Horz 8=161(LC 5) Max Uplift8=-96(LC 6), 6=-94(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-505/134, 2-8=-308/212 BOT CHORD 8-9=-136/427, 9-10=-136/427, 7-10=-136/427, 6-7=-88/503 WEBS 4-7=0/285, 4-6=-711/85, 3-8=-424/80 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) 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) 6 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) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 8 and 94 lb uplift at joint 6. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T25 Truss Type Half Hip Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296883 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:19 2018 Page 1 Builders First Source, mooresville,in ID:0EjIDGihr2B7?8zLAGWqr1yqxlR-deouLFPdKP5R0nWA3KNas_aB?GShWYSgg73xYPzHw5A Scale = 1:47.4 1 2 3 4 7 6 58 4x8 3x4 3x4 3x4 5x6 3x8 7-11-0 7-11-0 15-10-8 7-11-8 -1-5-0 1-5-0 7-11-0 7-11-0 15-10-8 7-11-8 2- 5 - 6 6- 3 - 3 6- 4 - 1 4 5- 1 1 - 1 1 0- 3 - 8 6- 3 - 3 6.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-3-12,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.86 0.48 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.25 0.01 (loc) 5-6 5-6 5 l/defl >999 >759 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 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 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. WEBS 1 Row at midpt 3-5 REACTIONS.(lb/size) 7=713/0-3-8, 5=638/0-1-8 Max Horz 7=193(LC 5) Max Uplift7=-101(LC 6), 5=-95(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-639/128, 2-7=-655/211 BOT CHORD 6-8=-106/484, 5-8=-106/484 WEBS 3-6=0/286, 3-5=-579/100, 2-6=-5/415 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) 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 101 lb uplift at joint 7 and 95 lb uplift at joint 5. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T26 Truss Type Half Hip Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296884 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:20 2018 Page 1 Builders First Source, mooresville,in ID:0EjIDGihr2B7?8zLAGWqr1yqxlR-5qLGYbQF5jDIdx5Nd1upPB7UlgmpFv6pvnoU4rzHw59 Scale = 1:54.5 1 2 3 4 5 8 7 69 10 4x6 3x4 3x4 3x4 2x4 3x4 3x8 7-11-4 7-11-4 15-10-8 7-11-4 -1-5-0 1-5-0 5-0-12 5-0-12 9-11-0 4-10-4 15-10-8 5-11-8 2- 5 - 6 7- 3 - 3 7- 4 - 1 4 6- 1 1 - 1 1 0- 3 - 8 7- 3 - 3 6.00 12 Plate Offsets (X,Y)-- [4:0-2-12,0-0-12], [8:0-1-8,0-1-8] 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) 0.34 0.62 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.29 0.01 (loc) 6-7 6-7 6 l/defl >999 >651 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* 4-6: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS.(lb/size) 8=707/0-3-8, 6=663/0-1-8 Max Horz 8=224(LC 5) Max Uplift8=-103(LC 6), 6=-94(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-554/161 BOT CHORD 7-8=-142/473, 7-9=-103/351, 9-10=-103/351, 6-10=-103/351 WEBS 4-7=-26/343, 4-6=-527/108, 3-8=-622/39 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) 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) 6 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) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 8 and 94 lb uplift at joint 6. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T27 Truss Type Half Hip Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296885 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:20 2018 Page 1 Builders First Source, mooresville,in ID:0EjIDGihr2B7?8zLAGWqr1yqxlR-5qLGYbQF5jDIdx5Nd1upPB7TuglIFrdpvnoU4rzHw59 Scale = 1:61.9 1 2 3 4 5 8 7 69 10 4x6 3x4 3x4 3x4 3x4 3x4 3x8 7-11-4 7-11-4 15-10-8 7-11-4 -1-5-0 1-5-0 6-0-12 6-0-12 11-11-0 5-10-4 15-10-8 3-11-8 2- 5 - 6 8- 3 - 3 8- 4 - 1 4 7- 1 1 - 1 1 0- 3 - 8 8- 3 - 3 6.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-0-12], [8:0-1-8,0-1-8] 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) 0.40 0.65 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.34 0.01 (loc) 6-7 6-7 6 l/defl >920 >551 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 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-7,4-6: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS.(lb/size) 8=704/0-3-8, 6=688/0-1-8 Max Horz 8=256(LC 5) Max Uplift8=-101(LC 6), 6=-93(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-569/194 BOT CHORD 7-8=-137/494 WEBS 4-7=-101/472, 4-6=-513/121, 3-8=-612/14 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) 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) 6 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) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 8 and 93 lb uplift at joint 6. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T28 Truss Type Half Hip Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296886 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:20 2018 Page 1 Builders First Source, mooresville,in ID:0EjIDGihr2B7?8zLAGWqr1yqxlR-5qLGYbQF5jDIdx5Nd1upPB7S0gmmFyzpvnoU4rzHw59 Scale = 1:69.1 1 2 3 4 5 6 9 8 710 11 5x12 4x6 3x4 2x4 3x8 4x6 3x8 7-0-12 7-0-12 15-10-8 8-9-12 -1-5-0 1-5-0 7-0-12 7-0-12 13-11-0 6-10-4 15-10-8 1-11-8 2- 5 - 6 9- 3 - 3 9- 4 - 1 4 8- 1 1 - 1 1 0- 3 - 8 9- 3 - 3 6.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [4:0-6-0,0-3-4], [5:0-2-12,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.46 0.62 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.53 -0.00 (loc) 7-8 7-8 7 l/defl >636 >353 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 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* 3-8,2-9,2-8: 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.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS.(lb/size) 9=705/0-3-8, 7=719/0-1-8 Max Horz 9=288(LC 5) Max Uplift9=-97(LC 6), 7=-104(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-661/132, 3-4=-674/249, 4-5=-663/273, 2-9=-672/200 BOT CHORD 8-9=-276/92 WEBS 3-8=-401/263, 5-8=-219/665, 5-7=-532/159, 2-8=0/507 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) 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) 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 97 lb uplift at joint 9 and 104 lb uplift at joint 7. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T29 Truss Type Flat Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296887 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:21 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-Z1vemxRts0M9F5gZAlP2xPfjA4Fs_W3z8RY1cIzHw58 Scale = 1:18.512 4 35 2x4 2x4 2x4 2x4 3-3-0 3-3-0 3-3-0 3-3-0 2- 6 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4 3-4 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 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=140/Mechanical, 3=140/Mechanical Max Horz 4=-61(LC 3) Max Uplift4=-66(LC 3), 3=-66(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 4 and 66 lb uplift at joint 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 57 lb up at 1-7-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Concentrated Loads (lb) Vert: 5=-60(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T30 Truss Type Half Hip Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296888 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:21 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-Z1vemxRts0M9F5gZAlP2xPfhM4EA_Vpz8RY1cIzHw58 Scale: 1/2"=1' 1 2 3 4 5 6 7 11 10 9 8 2x4 4x6 3x4 2x4 3x6 2x4 2x4 2x4 3x4 2-4-0 2-4-0 4-2-13 1-10-13 -1-4-0 1-4-0 0-4-0 0-4-0 2-4-0 2-0-0 2-10-13 0-6-13 4-2-13 1-4-0 0- 8 - 0 0- 1 0 - 0 3- 3 - 0 3- 4 - 1 3 1- 1 1 - 8 1- 3 - 8 2- 3 - 0 1- 0 - 0 3- 3 - 0 6.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-5-5,0-2-4], [6:0-2-2,0-1-8], [8:Edge,0-2-0], [11:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.10 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.01 (loc) 10 10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=230/0-3-8, 8=131/0-1-8 Max Horz 11=86(LC 5) Max Uplift11=-60(LC 6), 8=-38(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 8 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) 8. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 11 and 38 lb uplift at joint 8. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T31 Truss Type Half Hip Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296889 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:21 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-Z1vemxRts0M9F5gZAlP2xPfhi4EG_W3z8RY1cIzHw58 Scale: 1/2"=1' 1 2 3 4 5 7 6 4x6 3x4 2x4 3x6 2x4 2-10-13 2-10-13 4-2-13 1-4-0 -1-4-0 1-4-0 0-4-0 0-4-0 2-10-13 2-6-13 4-2-13 1-4-0 0- 8 - 0 0- 1 0 - 0 3- 3 - 0 3- 4 - 1 3 2- 1 1 - 8 0- 3 - 8 3- 3 - 0 6.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-5-5,0-2-4], [4:0-2-2,0-1-8], [7:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=230/0-3-8, 6=131/0-1-8 Max Horz 7=99(LC 5) Max Uplift7=-62(LC 6), 6=-39(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-4-0 to 4-1-1 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) 6 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) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 7 and 39 lb uplift at joint 6. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss T35 Truss Type Half Hip Girder Qty 2 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296890 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:22 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-1DT0zHSVdKU?tFFlkSwHUcCohUZNjwu6N5Hb9kzHw57 Scale = 1:28.9 1 2 3 4 5 6 10 9 8 7 4x6 3x4 3x4 3x6 2x4 2x4 2x4 3x6 2-0-0 2-0-0 4-7-0 2-7-0 -1-4-0 1-4-0 0-4-0 0-4-0 2-0-0 1-8-0 3-8-11 1-8-11 4-7-0 0-10-5 0- 8 - 0 0- 1 0 - 0 4- 0 - 3 4- 2 - 1 1 2- 8 - 1 1 1- 3 - 8 3- 0 - 3 1- 0 - 0 4- 0 - 3 6.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-5-5,0-2-4], [5:0-2-0,Edge], [7:Edge,0-2-0], [10:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.51 0.16 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.10 0.06 (loc) 9 9 7 l/defl >734 >506 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=314/0-3-8, 7=192/0-1-8 Max Horz 10=109(LC 12) Max Uplift10=-101(LC 5), 7=-79(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-301/125 NOTES-(13-16) 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) 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 101 lb uplift at joint 10 and 79 lb uplift at joint 7. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 120 lb down and 78 lb up at 1-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 14) BCSI1. 15) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 16) 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=-14, 3-5=-54, 5-6=-54, 9-10=-20, 7-8=-20 Concentrated Loads (lb) Vert: 9=-120(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss TG01 Truss Type Half Hip Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296891 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:22 2018 Page 1 Builders First Source, mooresville,in ID:0EjIDGihr2B7?8zLAGWqr1yqxlR-1DT0zHSVdKU?tFFlkSwHUcCjbUTujpQ6N5Hb9kzHw57 Scale = 1:35.7 1 2 3 4 5 8 7 69 10 11 12 13 14 4x6 4x6 2x4 4x8 3x8 2x4 3x6 9-9-8 9-9-8 15-10-8 6-1-0 -1-5-0 1-5-0 3-11-0 3-11-0 9-9-8 5-10-8 15-10-8 6-1-0 2- 5 - 6 4- 3 - 9 4- 4 - 1 4 3- 1 0 - 1 0- 5 - 8 4- 3 - 9 6.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-4], [6:0-2-7,0-1-7], [7:0-1-12,0-1-12], [8:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.77 0.51 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.20 -0.31 0.01 (loc) 7-8 7-8 6 l/defl >951 >601 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 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 (5-3-9 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=1022/0-3-8, 6=928/0-1-8 Max Horz 8=129(LC 4) Max Uplift8=-420(LC 5), 6=-379(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1085/486, 4-5=-1083/485, 5-6=-840/362 BOT CHORD 8-9=-303/577, 9-10=-303/577, 10-11=-303/577, 11-12=-303/577, 7-12=-303/577 WEBS 3-7=-282/642, 4-7=-377/158, 5-7=-556/1276, 3-8=-716/258 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) 6 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) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 420 lb uplift at joint 8 and 379 lb uplift at joint 6. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 lb down and 141 lb up at 1-11-12, 101 lb down and 80 lb up at 3-11-12, 101 lb down and 80 lb up at 5-11-12, 101 lb down and 80 lb up at 7-11-12, 101 lb down and 80 lb up at 9-11-12, and 101 lb down and 80 lb up at 11-11-12, and 101 lb down and 80 lb up at 13-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-5=-54, 6-8=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss TG01 Truss Type Half Hip Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296891 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:22 2018 Page 2 Builders First Source, mooresville,in ID:0EjIDGihr2B7?8zLAGWqr1yqxlR-1DT0zHSVdKU?tFFlkSwHUcCjbUTujpQ6N5Hb9kzHw57 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-101 9=-105 10=-101 11=-101 12=-101 13=-101 14=-101 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801539 Truss TG02 Truss Type Half Hip Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296892 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:23 2018 Page 1 Builders First Source, mooresville,in ID:0EjIDGihr2B7?8zLAGWqr1yqxlR-VP1OBdT7OecsUPqyIARW0ql11uwxSQZGbl18hAzHw56 Scale: 1/2"=1' 1 2 3 4 6 57 3x4 2x4 2x4 2x4 2x4 2-0-0 2-0-0 4-0-0 2-0-0 -1-4-0 1-4-0 2-0-0 2-0-0 4-0-0 2-0-0 2- 4 - 1 4 3- 4 - 1 4 2- 1 1 - 6 0- 5 - 8 3- 4 - 1 4 6.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 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=236/0-3-8, 5=125/0-1-8 Max Horz 6=101(LC 4) Max Uplift6=-126(LC 5), 5=-129(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-16) 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 126 lb uplift at joint 6 and 129 lb uplift at joint 5. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 30 lb up at 2-0-0 on top chord, and 7 lb down and 129 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 14) BCSI1. 15) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 16) 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=-7(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296893 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:24 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-_cbnOzTl9xkj6YP8stzlZ1H0wH44BeYPqPmhDdzHw55 Scale = 1:76.3 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 1121 22 23 24 25 26 27 28 29 30 3x4 5x12 8x8 7x16 MT18HS 6x18 MT18HS 8x10 5x12 8x8 5x10 MT18HS6x8 4x8 8x10 10x10 2x4 4x10 5x8 5x6 5x8 6-6-6 6-6-6 12-10-5 6-3-14 18-10-3 5-11-15 25-1-6 6-3-3 31-4-9 6-3-3 37-7-11 6-3-3 41-5-8 3-9-13 6-6-6 6-6-6 12-10-5 6-3-14 15-10-4 2-11-15 18-10-3 2-11-15 25-1-6 6-3-3 31-4-9 6-3-3 37-7-11 6-3-3 41-5-8 3-9-13 3- 7 - 2 5- 8 - 3 1- 1 - 1 1 3- 7 - 2 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [3:0-4-0,Edge], [4:0-4-0,0-3-4], [5:0-8-0,0-4-0], [7:0-3-0,0-4-8], [9:0-7-4,0-2-12], [10:Edge,0-3-8], [12:0-2-8,0-2-8], [13:0-2-12,0-2-8], [15:0-2-8 ,0-2-0], [16:0-3-8,0-3-12], [18:0-5-0,0-3-0], [19:0-2-0,0-3-0] 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) 0.97 0.85 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.69 -1.45 0.15 (loc) 15-16 15-16 11 l/defl >721 >340 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 274 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 *Except* 14-17: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-19,4-18,4-16,5-15,9-13: 2x4 SPF 2100F 1.8E 2-18,3-18,5-16,8-15,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-14 oc purlins, except end verticals, and 2-0-0 oc purlins (2-3-4 max.): 1-3, 5-9. BOT CHORD Rigid ceiling directly applied or 6-6-10 oc bracing. REACTIONS.(lb/size) 20=2398/Mechanical, 11=2435/Mechanical Max Horz 20=-157(LC 3) Max Uplift20=-479(LC 5), 11=-609(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-2259/454, 1-2=-4337/835, 2-3=-6355/1156, 3-4=-7386/1366, 4-5=-8634/1722, 5-6=-7713/1702, 6-7=-7712/1701, 7-8=-7712/1701, 8-9=-5938/1449, 9-10=-3235/811, 10-11=-2349/596 BOT CHORD 19-24=-791/4337, 18-24=-791/4337, 17-18=-747/4330, 16-17=-747/4330, 16-25=-1370/7426, 15-25=-1370/7426, 15-26=-1447/5938, 14-26=-1447/5938, 14-27=-1447/5938, 13-27=-1447/5938, 13-28=-649/2659, 28-29=-649/2659, 12-29=-649/2659, 12-30=-71/269, 11-30=-71/269 WEBS 1-19=-891/4789, 2-19=-1428/293, 2-18=-393/2241, 3-18=-4164/787, 4-18=-678/3795, 4-16=-1240/5935, 5-16=-5025/1152, 5-15=-376/574, 6-15=-407/195, 8-15=-282/1984, 8-13=-1249/305, 9-13=-894/3671, 10-12=-606/2434 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 479 lb uplift at joint 20 and 609 lb uplift at joint 11. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down and 53 lb up at 1-9-12, 88 lb down and 53 lb up at 3-9-12, 88 lb down and 53 lb up at 5-9-12, 390 lb down and 82 lb up at 7-10-4, 390 lb down and 82 lb up at 23-10-4, 88 lb down and 53 lb up at 25-7-0, 88 lb down and 53 lb up at 27-7-0, 88 lb down and 53 lb up at 29-7-0, 88 lb down and 53 lb up at 31-7-0, 88 lb down and 53 lb up at 33-7-0, 88 lb down and 53 lb up at 35-7-0, and 88 lb down and 53 lb up at 37-7-0, and 124 lb down and 65 lb up at 39-7-0 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). Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296893 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:24 2018 Page 2 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-_cbnOzTl9xkj6YP8stzlZ1H0wH44BeYPqPmhDdzHw55 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5-9=-54, 9-10=-54, 11-20=-20 Concentrated Loads (lb) Vert: 14=-88 13=-88 12=-88 21=-88 22=-88 23=-88 24=-390(F) 25=-390(F) 26=-88 27=-88 28=-88 29=-88 30=-124 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801539 Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296894 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:24 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-_cbnOzTl9xkj6YP8stzlZ1H9uH7KBp0PqPmhDdzHw55 Scale = 1:40.5 1 2 12 4 5 3 6 11 13 10 9 8 7 15 14 4x6 5x6 3x4 8x8 4x6 3x4 3x4 3x6 3x6 0-8-2 0-8-2 2-3-8 1-7-6 6-2-4 3-10-12 8-1-4 1-11-0 9-4-12 1-3-8 -1-2-0 1-2-0 0-7-14 0-7-14 0-8-0 0-0-2 2-3-8 1-7-8 6-2-4 3-10-12 8-1-4 1-11-0 9-4-12 1-3-8 0- 7 - 0 5- 0 - 0 2- 4 - 2 2- 3 - 8 2- 1 1 - 2 2- 0 - 0 2- 7 - 1 0 6.00 12 12.00 12 15.40 12 12.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-1-9], [7:Edge,0-2-0], [12:0-0-7,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.64 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.14 0.14 (loc) 10 9-10 7 l/defl >999 >796 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 3-4,5-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-5 max.): 3-4, 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 13=403/0-3-8, 7=324/0-1-8 Max Horz 13=126(LC 5) Max Uplift13=-145(LC 5), 7=-91(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-15=-891/304, 4-15=-890/304, 3-11=-1326/777 BOT CHORD 10-11=-743/1124, 10-14=-501/758, 9-14=-501/758, 8-9=-317/877 WEBS 3-10=-587/893, 3-9=-140/255, 4-8=-881/342 NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 13, 7 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) 7. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 13 and 91 lb uplift at joint 7. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 19 lb down and 63 lb up at 2-3-8, and 24 lb down and 63 lb up at 4-4-4 on top chord, and 32 lb down and 76 lb up at 2-3-8, and 33 lb up at 4-4-4 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, 2-12=-54, 4-5=-54, 10-13=-20, 7-10=-20, 3-4=-54, 5-6=-54, 3-11=-54 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296894 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:24 2018 Page 2 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-_cbnOzTl9xkj6YP8stzlZ1H9uH7KBp0PqPmhDdzHw55 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-32(B) 3=15(B) 14=22(B) 15=15(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801539 Truss TG08 Truss Type Roof Special Girder Qty 2 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296895 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:25 2018 Page 1 Builders First Source, mooresville,in ID:J5yGCrRyj?HW4Gwj6d3BOWzIJVn-So99cJUNwFsaki_KPaU_5FqJRhQKwFVZ33WFl3zHw54 Scale = 1:49.0 1 2 12 11 3 4 5 6 10 9 8 7 13 14 15 16 4x6 3x6 4x6 4x6 2x4 3x4 5x6 3x6 3x8 2x4 2-3-8 2-3-8 3-8-8 1-5-0 8-0-15 4-4-7 9-4-12 1-3-13 -1-2-0 1-2-0 2-3-8 2-3-8 3-8-8 1-5-0 8-0-15 4-4-7 9-4-12 1-3-13 0- 7 - 0 4- 1 1 - 1 1 6- 3 - 8 4- 3 - 8 2- 0 - 0 2- 1 1 - 1 1 6.00 12 16.00 12 12.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-8], [4:0-3-2,0-2-0], [5:0-4-0,0-2-4], [12:0-0-4,0-2-0] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.41 0.85 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.10 -0.14 0.16 (loc) 10 10 7 l/defl >999 >775 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 4-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-10: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 2-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. REACTIONS.(lb/size) 7=465/Mechanical, 13=507/0-3-8 Max Horz 13=162(LC 10) Max Uplift7=-331(LC 5), 13=-187(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-11=-1663/987, 3-4=-664/422, 4-5=-410/292 BOT CHORD 9-10=-559/814, 11-12=-276/165, 10-11=-933/1385 WEBS 3-10=-635/1035, 3-9=-497/354, 4-9=-266/343, 5-8=-202/285, 5-7=-512/388 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) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 331 lb uplift at joint 7 and 187 lb uplift at joint 13. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 27 lb up at 2-3-8, 62 lb down and 100 lb up at 4-4-4, and 128 lb down and 126 lb up at 6-4-4, and 129 lb down and 125 lb up at 8-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-12=-54, 4-11=-54, 4-5=-54, 5-6=-54, 7-10=-20, 10-13=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss TG08 Truss Type Roof Special Girder Qty 2 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296895 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:25 2018 Page 2 Builders First Source, mooresville,in ID:J5yGCrRyj?HW4Gwj6d3BOWzIJVn-So99cJUNwFsaki_KPaU_5FqJRhQKwFVZ33WFl3zHw54 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-56 14=-56 15=-56 16=-56 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801539 Truss TG09 Truss Type Roof Special Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296896 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:25 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-So99cJUNwFsaki_KPaU_5FqJchTWwGEZ33WFl3zHw54 Scale = 1:40.5 1 2 12 4 5 3 6 11 13 10 9 8 7 15 14 4x6 5x6 3x4 8x8 4x6 3x4 3x4 3x6 3x6 0-8-2 0-8-2 2-3-8 1-7-6 6-2-4 3-10-12 8-1-4 1-11-0 9-4-12 1-3-8 -1-2-0 1-2-0 0-7-14 0-7-14 0-8-0 0-0-2 2-3-8 1-7-8 6-2-4 3-10-12 8-1-4 1-11-0 9-4-12 1-3-8 0- 7 - 0 5- 0 - 0 2- 4 - 2 2- 3 - 8 2- 1 1 - 2 2- 0 - 0 2- 7 - 1 0 6.00 12 12.00 12 15.40 12 12.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-1-9], [7:Edge,0-2-0], [12:0-0-7,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.65 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.14 0.14 (loc) 10 9-10 7 l/defl >999 >792 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 3-4,5-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-0 max.): 3-4, 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 13=404/0-3-8, 7=325/0-1-8 Max Horz 13=126(LC 5) Max Uplift13=-145(LC 5), 7=-91(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-15=-900/304, 4-15=-899/304, 3-11=-1333/778 BOT CHORD 10-11=-743/1130, 10-14=-502/762, 9-14=-502/762, 8-9=-318/886 WEBS 3-10=-587/897, 4-8=-890/343 NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 13, 7 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) 7. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 13 and 91 lb uplift at joint 7. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 19 lb down and 63 lb up at 2-3-8, and 24 lb down and 63 lb up at 4-4-4, and 30 lb down and 12 lb up at 6-2-4 on top chord, and 32 lb down and 76 lb up at 2-3-8, 33 lb up at 4-4-4, and 5 lb down at 6-4-4, and 12 lb down and 2 lb up at 8-4-4 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, 2-12=-54, 4-5=-54, 10-13=-20, 7-10=-20, 3-4=-54, 5-6=-54, 3-11=-54 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss TG09 Truss Type Roof Special Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296896 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:25 2018 Page 2 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-So99cJUNwFsaki_KPaU_5FqJchTWwGEZ33WFl3zHw54 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-32(F) 3=15(F) 9=-4(F) 8=2(F) 14=22(F) 15=15(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801539 Truss TG10 Truss Type Roof Special Girder Qty 1 Ply 2 FISCHER OBF-072 Job Reference (optional) I33296897 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:26 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-w_jXpfV0hZ_RLsZXzI?DeSNNG5lcfbMiHjFoIVzHw53 Scale = 1:42.4 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 4x8 4x10 4x6 4x6 3x6 5x8 5x10 MT18HS 2x4 4x10 2x4 2x4 5x6 6x6 4x8 3x6 3x6 1-0-2 1-0-2 7-6-15 6-6-13 14-1-12 6-6-13 16-2-12 2-1-0 18-5-4 2-2-8 20-6-4 2-1-0 21-8-0 1-1-12 21-11-8 0-3-8 -1-4-0 1-4-0 1-0-2 1-0-2 7-6-15 6-6-13 14-1-12 6-6-13 16-2-12 2-1-0 18-5-4 2-2-8 20-6-4 2-1-0 21-8-0 1-1-12 21-11-8 0-3-8 0- 8 - 1 4 1- 2 - 3 4- 1 - 0 0- 5 - 8 4- 1 - 0 6.69 12 16.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-1], [3:0-4-0,0-1-4], [5:0-5-8,0-2-4], [6:0-3-0,0-1-4], [7:0-3-2,0-2-0], [8:0-3-0,0-2-4], [10:0-4-4,0-1-8], [13:0-2-12,0-2-12], [16:0-4-0,0-2-0] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.85 0.85 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.43 -0.90 0.05 (loc) 14-16 14-16 10 l/defl >598 >286 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 226 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 3-16: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-2 max.): 3-5, 6-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=1428/0-3-8, 2=1173/0-3-8 Max Horz 2=107(LC 4) Max Uplift10=-438(LC 5), 2=-326(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2853/744, 3-4=-6138/1758, 4-5=-6138/1758, 5-6=-2276/736, 6-7=-1096/386, 7-8=-1777/572, 8-9=-1070/342, 9-10=-1002/306 BOT CHORD 2-17=-516/2229, 17-18=-479/2040, 18-19=-479/2040, 19-20=-479/2040, 16-20=-479/2040, 16-21=-2074/7286, 21-22=-2074/7286, 15-22=-2074/7286, 15-23=-2074/7286, 14-23=-2074/7286, 14-24=-2071/7239, 13-24=-2071/7239, 13-25=-411/1419, 12-25=-411/1419, 12-26=-402/1299, 11-26=-402/1299 WEBS 3-17=-211/1066, 3-16=-1201/4129, 4-16=-359/203, 5-16=-1156/502, 5-14=-17/275, 5-13=-6287/1833, 6-13=-721/2269, 6-12=-675/202, 7-12=-425/1271, 8-12=-271/136, 8-11=-1315/420, 9-11=-407/1289 NOTES-(13-16) 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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 438 lb uplift at joint 10 and 326 lb uplift at joint 2. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss TG10 Truss Type Roof Special Girder Qty 1 Ply 2 FISCHER OBF-072 Job Reference (optional) I33296897 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:26 2018 Page 2 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-w_jXpfV0hZ_RLsZXzI?DeSNNG5lcfbMiHjFoIVzHw53 NOTES-(13-16) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 86 lb up at 1-0-1, 40 lb down and 16 lb up at 1-0-13, 39 lb down and 16 lb up at 3-0-13, 39 lb down and 16 lb up at 5-0-13, 39 lb down and 16 lb up at 7-0-13, 39 lb down and 16 lb up at 9-0-13, 39 lb down and 16 lb up at 11-0-13, 39 lb down and 16 lb up at 12-9-12, 141 lb down and 66 lb up at 14-2-8, 172 lb down and 91 lb up at 15-7-12, 84 lb down and 98 lb up at 17-4-0, and 172 lb down and 91 lb up at 19-0-4, and 141 lb down and 66 lb up at 20-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 14) BCSI1. 15) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 16) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-6=-54, 6-7=-54, 7-8=-54, 8-9=-54, 2-10=-20 Concentrated Loads (lb) Vert: 17=-18(F=22) 14=-141 11=-141 18=-39 19=-39 20=-39 21=-39 22=-39 23=-39 24=-172 25=-60 26=-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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801539 Truss TG11 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296898 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:27 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-OBGv0_WeSs6Iz08jX?WSBgvZHV8GO8PrWN?MqxzHw52 Scale = 1:33.6 1 2 3 4 5 6 7 8 9 10 11 12 15 14 1316 17 18 19 2x4 4x6 4x6 4x6 4x6 2x4 3x6 3x6 5x6 2x4 2x4 2x4 2x4 2-2-0 2-2-0 8-0-0 5-10-0 13-10-0 5-10-0 16-0-0 2-2-0 -1-0-0 1-0-0 0-8-0 0-8-0 2-2-0 1-6-0 4-0-11 1-10-11 11-11-5 7-10-11 13-10-0 1-10-11 15-4-0 1-6-0 16-0-0 0-8-0 17-0-0 1-0-0 0- 6 - 0 0- 1 0 - 0 4- 1 - 7 4- 2 - 1 1 0- 6 - 0 4- 1 - 7 6.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-5-5,0-2-4], [6:0-3-8,0-2-4], [7:0-3-8,0-2-4], [9:0-5-5,0-2-4], [14:0-3-0,0-2-12] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.77 0.69 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.15 0.02 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins, except 2-0-0 oc purlins (3-9-10 max.): 3-4, 6-7, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1250/0-3-8, 11=1250/0-3-8 Max Horz 2=79(LC 12) Max Uplift2=-305(LC 5), 11=-305(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1455/356, 3-5=-1376/348, 5-6=-1212/312, 6-7=-1427/342, 7-8=-1212/312, 8-9=-1376/349, 9-11=-1455/355 BOT CHORD 2-15=-282/991, 15-16=-271/949, 16-17=-271/949, 14-17=-271/949, 14-18=-235/949, 18-19=-235/949, 13-19=-235/949, 11-13=-242/991 WEBS 6-14=-143/667, 7-14=-143/667, 4-15=-89/257, 4-5=-84/257, 10-13=-89/257, 8-10=-84/257 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 305 lb uplift at joint 2 and 305 lb uplift at joint 11. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 168 lb down and 87 lb up at 2-1-7, 175 lb down and 56 lb up at 4-1-7, 175 lb down and 56 lb up at 6-1-7, 175 lb down and 56 lb up at 8-0-0, 175 lb down and 56 lb up at 9-10-9, and 175 lb down and 56 lb up at 11-10-9, and 168 lb down and 87 lb up at 13-10-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-7=-54, 7-9=-54, 9-12=-54, 2-11=-20 Concentrated Loads (lb) Vert: 14=-175 15=-168 13=-168 16=-175 17=-175 18=-175 19=-175 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss TG12 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296899 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:28 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-sNqHEKWGDAE9bAiv5j1hjtSr8vZS7ZC?l1kvMOzHw51 Scale = 1:51.6 1 2 3 5 4 6 7 8 9 10 11 12 13 1614 15 17 25 24 23 22 21 20 19 1826 27 28 29 30 31 32 2x4 4x8 4x6 3x6 4x6 4x6 2x4 5x12 3x4 3x4 4x6 2x4 4x8 2x4 3x12 3x6 5x12 3x4 3x4 2x4 3x12 2x4 2x4 2x4 2x4 2-0-0 2-0-0 3-3-2 1-3-2 8-6-11 5-3-9 13-10-4 5-3-9 17-4-6 3-6-2 17-11-10 0-7-4 19-4-14 1-5-4 20-8-0 1-3-2 22-8-0 2-0-0 -1-0-0 1-0-0 0-8-0 0-8-0 2-0-0 1-4-0 3-3-2 1-3-2 8-6-11 5-3-9 13-10-4 5-3-9 17-4-6 3-6-2 17-8-0 0-3-10 17-11-10 0-3-10 19-4-14 1-5-4 20-8-0 1-3-2 22-0-0 1-4-0 22-8-0 0-8-0 23-8-0 1-0-0 0- 6 - 0 0- 1 0 - 0 4- 2 - 7 4- 8 - 5 0- 6 - 0 4- 2 - 7 6.00 12 16.00 12 Plate Offsets (X,Y)-- [2:0-2-13,0-3-3], [2:0-10-1,0-1-4], [6:0-6-1,0-2-0], [10:Edge,0-1-13], [12:0-4-1,0-2-0], [16:0-2-13,0-3-3], [16:0-10-5,0-1-4], [20:0-5-4,0-1-8] 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-M) 0.38 0.38 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.05 0.00 (loc) 23-24 23-24 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-5-0, Right 2x4 SPF-S Stud 1-5-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-5, 6-9, 11-12, 14-16. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-23,20-21. REACTIONS.(lb/size) 2=853/0-3-8, 21=2008/0-3-8, 16=1036/0-3-8 Max Horz 2=87(LC 12) Max Uplift2=-337(LC 5), 21=-913(LC 3), 16=-490(LC 6) Max Grav 2=853(LC 9), 21=2008(LC 1), 16=1036(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-715/277, 4-6=-690/287, 6-7=-606/251, 7-8=-606/251, 8-9=-469/307, 9-10=-327/208, 10-11=-274/177, 11-12=-471/302, 12-13=-752/437, 13-16=-787/378 BOT CHORD 2-25=-167/446, 24-25=-151/420, 24-26=-156/429, 26-27=-156/429, 23-27=-156/429, 20-32=-228/468, 19-32=-228/468, 18-19=-205/454, 16-18=-223/528 WEBS 6-24=-142/272, 8-21=-1343/655, 8-20=-437/786, 12-19=-280/455, 7-23=-304/166, 8-23=-311/810 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 337 lb uplift at joint 2, 913 lb uplift at joint 21 and 490 lb uplift at joint 16. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 92 lb down and 68 lb up at 1-11-0, 92 lb down and 67 lb up at 3-3-14, 92 lb down and 67 lb up at 5-3-14, 92 lb down and 67 lb up at 7-3-14, 92 lb down and 67 lb up at 9-3-14, 92 lb down and 67 lb up at 11-3-14, 92 lb down and 67 lb up at 12-8-2, 304 lb down and 107 lb up at 15-0-4, 445 lb down and 347 lb up at 16-5-4, and 445 lb down and 347 lb up at 18-10-12, and 305 lb down and 107 lb up at 20-3-12 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss TG12 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296899 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:28 2018 Page 2 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-sNqHEKWGDAE9bAiv5j1hjtSr8vZS7ZC?l1kvMOzHw51 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-6=-54, 6-9=-54, 9-10=-54, 10-11=-54, 11-12=-54, 12-16=-54, 16-17=-54, 2-16=-20 Concentrated Loads (lb) Vert: 22=-92 24=-92 25=-92 18=-305 26=-92 27=-92 28=-92 29=-92 30=-304 31=-445(F) 32=-445(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801539 Truss TG13 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 FISCHER OBF-072 Job Reference (optional) I33296900 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:29 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-KZOgRgXu_UM0CKH5eQYwG5?2mIuAsxf8_hUSvqzHw50 Scale: 1/4"=1' 1 2 3 4 5 6 7 8 12 11 10 913 14 15 16 17 18 19 20 12x20 8x8 6x8 6x8 6x8 4x8 10x10 5x12 8x8 3x4 8x8 6x10 2-0-0 2-0-0 4-9-2 2-9-2 9-4-9 4-7-7 13-10-4 4-5-11 17-10-14 4-0-10 20-8-0 2-9-2 22-8-0 2-0-0 0-8-0 0-8-0 2-0-0 1-4-0 4-9-2 2-9-2 9-4-9 4-7-7 13-10-4 4-5-11 17-10-14 4-0-10 20-8-0 2-9-2 22-0-0 1-4-0 22-8-0 0-8-0 0- 6 - 0 0- 1 0 - 0 6- 1 - 6 6- 3 - 8 0- 6 - 0 6- 1 - 6 6.00 12 16.00 12 Plate Offsets (X,Y)-- [1:1-4-15,0-5-6], [1:0-6-11,Edge], [3:0-6-0,0-2-12], [5:0-5-8,0-2-0], [6:0-6-0,0-2-12], [8:0-6-12,0-6-13], [9:0-3-8,0-5-8], [11:0-3-8,0-4-12], [12:0-3-8,0-5-12] 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) 0.20 0.41 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.10 0.02 (loc) 11-12 11-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 368 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E *Except* 3-6: 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 5-9: 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.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=6392/0-3-8, 8=4452/0-3-8, 10=10278/0-3-8 Max Horz 1=168(LC 4) Max Uplift1=-564(LC 5), 8=-364(LC 6), 10=-866(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-6054/537, 3-4=-3945/407, 4-5=-3675/382, 5-6=-2020/244, 6-7=-3161/275, 7-8=-2767/224 BOT CHORD 1-13=-412/3831, 13-14=-412/3831, 12-14=-412/3831, 12-15=-401/3675, 15-16=-401/3675, 11-16=-401/3675, 11-17=-111/582, 10-17=-111/582, 10-18=-111/582, 9-18=-111/582, 9-19=-171/1962, 19-20=-171/1962, 8-20=-171/1962 WEBS 3-12=-341/4240, 5-10=-6232/588, 5-9=-212/2539, 6-9=-167/2170, 4-11=-471/146, 4-12=-64/431, 5-11=-467/4995 NOTES-(12-15) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 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) 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) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 564 lb uplift at joint 1, 364 lb uplift at joint 8 and 866 lb uplift at joint 10. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1766 lb down and 143 lb up at 1-6-15, 1766 lb down and 143 lb up at 3-6-15, 1766 lb down and 143 lb up at 5-6-15, 1766 lb down and 143 lb up at 7-6-15, 1766 lb down and 143 lb up at 9-6-15, 1508 lb down and 143 lb up at 11-6-15, 1871 lb down and 144 lb up at 13-10-4, 1871 lb down and 144 lb up at 15-6-15, 1767 lb down and 144 lb up at 17-6-15, and 1767 lb down and 144 lb up at 19-6-15, and 1768 lb down and 144 lb up at 21-6-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss TG13 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 FISCHER OBF-072 Job Reference (optional) I33296900 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:29 2018 Page 2 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-KZOgRgXu_UM0CKH5eQYwG5?2mIuAsxf8_hUSvqzHw50 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, 1-3=-54, 3-6=-54, 6-7=-54, 7-8=-54, 1-8=-20 Concentrated Loads (lb) Vert: 9=-1767(B) 11=-1766(B) 10=-1871(B) 13=-1766(B) 14=-1766(B) 15=-1766(B) 16=-1766(B) 17=-1508(B) 18=-1871(B) 19=-1767(B) 20=-1768(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801539 Truss TG14 Truss Type HIP GIRDER Qty 1 Ply 2 FISCHER OBF-072 Job Reference (optional) I33296901 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:30 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-omy2f0YWlnUtqTsIC839oIX30iAhbPUICLD0RGzHw5? Scale = 1:81.2 2 3 4 5 6 7 8 9 12 10 11 13 23 1 22 21 20 19 18 17 16 15 14 2728 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 5x12 8x8 3x6 2x4 2x4 6x16 3x6 2x4 4x8 4x6 3x6 4x6 5x12 3x6 5x6 5x12 2x4 2x4 2x4 10x16 3x4 4x6 2-4-0 2-4-0 6-6-3 4-2-3 12-2-14 5-8-10 17-8-0 5-5-2 26-6-6 8-10-6 35-4-13 8-10-6 38-1-0 2-8-3 41-7-0 3-6-0 -1-0-0 1-0-0 0-8-0 0-8-0 2-4-0 1-8-0 6-6-3 4-2-3 12-2-14 5-8-10 17-8-0 5-5-2 26-6-6 8-10-6 35-4-13 8-10-6 38-1-0 2-8-3 41-3-0 3-2-0 41-7-0 0-4-0 42-11-0 1-4-0 0- 5 - 8 4- 7 - 1 2 0- 1 0 - 0 4- 8 - 1 3 0- 8 - 0 1- 0 - 0 4- 7 - 1 2 8.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-11-11,0-1-4], [3:0-4-0,0-1-14], [8:0-3-0,0-2-3], [12:0-3-11,Edge], [12:Edge,0-2-11], [17:0-6-0,0-2-4], [19:0-6-0,0-2-12] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.87 0.65 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.46 -0.86 0.29 (loc) 17-18 17-18 12 l/defl >999 >573 n/a L/d 240 180 n/a PLATES MT20 Weight: 468 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3: 2x8 SP 2400F 2.0E, 8-12,10-13: 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 *Except* 2-19: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-22: 2x4 SP 2400F 2.0E, 17-19,7-19,8-17: 2x4 SPF No.2 SLIDER Right 2x4 SPF-S Stud 2-11-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (5-5-3 max.): 3-8, 10-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=2629/0-3-8, 12=2775/0-3-8 Max Horz 1=-93(LC 3) Max Uplift1=-919(LC 4), 12=-937(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-1967/695, 2-3=-5275/1967, 3-4=-4761/1817, 4-5=-7053/2746, 5-6=-8131/3190, 6-7=-8131/3190, 7-8=-6158/2416, 8-9=-3835/1443, 9-27=-3479/1299, 12-27=-3567/1286, 10-11=-377/141, 11-28=-377/141, 12-28=-377/141 BOT CHORD 2-30=-1763/4657, 30-31=-1759/4648, 21-31=-1759/4639, 21-32=-2733/7053, 32-33=-2733/7053, 20-33=-2733/7053, 20-34=-3211/8220, 34-35=-3210/8218, 35-36=-3209/8216, 19-36=-3209/8214, 18-37=-119/306, 37-38=-119/306, 38-39=-119/306, 39-40=-119/306, 40-41=-119/306, 17-41=-119/306, 17-42=-1144/3185, 16-42=-1144/3185, 16-43=-1144/3185, 43-44=-1144/3185, 15-44=-1144/3185, 15-45=-1147/3195, 14-45=-1147/3195, 14-46=-1174/3267, 12-46=-1182/3299 WEBS 2-22=-357/999, 18-19=-123/323, 5-19=-130/346, 3-21=-803/2125, 4-21=-2716/1157, 4-20=-442/1108, 5-20=-1387/613, 17-19=-2291/5937, 7-19=-834/2069, 7-17=-1284/579, 8-17=-1411/3362, 8-15=-124/345, 9-10=-261/131 NOTES-(12-15) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 919 lb uplift at joint 1 and 937 lb uplift at joint 12. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss TG14 Truss Type HIP GIRDER Qty 1 Ply 2 FISCHER OBF-072 Job Reference (optional) I33296901 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:30 2018 Page 2 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-omy2f0YWlnUtqTsIC839oIX30iAhbPUICLD0RGzHw5? NOTES-(12-15) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 157 lb down and 75 lb up at 2-7-0, 111 lb down and 50 lb up at 4-7-0, 111 lb down and 72 lb up at 6-7-0, 111 lb down and 72 lb up at 8-7-0, 111 lb down and 72 lb up at 10-7-0, 111 lb down and 72 lb up at 12-7-0, 111 lb down and 72 lb up at 14-7-0, 111 lb down and 72 lb up at 16-7-0, 111 lb down and 73 lb up at 18-7-0, 111 lb down and 73 lb up at 20-7-0, 111 lb down and 73 lb up at 21-4-1, 111 lb down and 73 lb up at 23-4-1, 111 lb down and 73 lb up at 25-4-1, 111 lb down and 73 lb up at 27-4-1, 111 lb down and 73 lb up at 29-4-1, 111 lb down and 73 lb up at 31-4-1, 111 lb down and 73 lb up at 33-4-1, 111 lb down and 73 lb up at 35-4-1, and 111 lb down and 51 lb up at 37-4-1, and 165 lb down and 73 lb up at 39-4-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-24=-54, 3-8=-54, 8-12=-54, 12-29=-14, 13-29=-54, 22-25=-20, 2-19=-20, 12-18=-20 Concentrated Loads (lb) Vert: 16=-111 21=-111 15=-111 30=-157 31=-111 32=-111 33=-111 34=-111 35=-111 36=-111 37=-111 38=-111 39=-111 40=-111 41=-111 42=-111 43=-111 44=-111 45=-111 46=-165 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801539 Truss TG15 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296902 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:30 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-omy2f0YWlnUtqTsIC839oIXAAiGObaPICLD0RGzHw5? Scale: 3/8"=1' 1 2 3 4 5 6 7 8 12 11 10 913 14 4x6 4x8 8x16 3x8 8x16 3x8 3x4 2x4 2x4 2x4 2x4 2x4 2-10-0 2-10-0 4-11-5 2-1-5 10-11-4 5-11-15 13-0-8 2-1-4 15-10-8 2-10-0 -1-0-0 1-0-0 0-8-0 0-8-0 2-10-0 2-2-0 4-11-5 2-1-5 10-11-4 5-11-15 13-0-8 2-1-4 15-2-8 2-2-0 15-10-8 0-8-0 16-10-8 1-0-0 0- 6 - 0 0- 1 0 - 0 3- 8 - 3 0- 6 - 0 3- 8 - 3 6.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-4-13,0-0-8], [2:1-3-6,0-3-9], [4:0-3-12,0-2-0], [5:0-5-12,0-2-0], [7:1-3-6,0-3-9], [7:0-4-13,0-0-8] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.41 0.28 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.01 (loc) 10-11 10-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=939/0-3-8, 7=939/0-3-8 Max Horz 2=72(LC 12) Max Uplift2=-294(LC 5), 7=-294(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-833/216, 3-4=-782/225, 4-5=-646/193, 5-6=-783/231, 6-7=-834/222 BOT CHORD 2-12=-191/691, 11-12=-167/638, 11-13=-142/647, 13-14=-142/647, 10-14=-142/647, 9-10=-141/639, 7-9=-165/691 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 294 lb uplift at joint 2 and 294 lb uplift at joint 7. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 lb down and 67 lb up at 3-0-0, 88 lb down and 53 lb up at 5-0-0, 88 lb down and 53 lb up at 7-0-0, 88 lb down and 53 lb up at 8-10-8, and 88 lb down and 53 lb up at 10-10-8, and 149 lb down and 67 lb up at 12-10-8 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: 1-2=-54, 2-4=-54, 4-5=-54, 5-7=-54, 7-8=-54, 2-7=-20 Concentrated Loads (lb) Vert: 11=-88 10=-88 12=-149 9=-149 13=-88 14=-88 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss TG16 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 FISCHER OBF-072 Job Reference (optional) I33296903 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:31 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-GyWQsMZ8W5ckSdRUmrbOLW4KU6W8KwpRR?zZzjzHw5_ Scale = 1:39.5 1 2 3 4 5 6 10 9 8 711 12 13 14 154x8 8x16 10x16 12x12 8x16 4x8 10x10 3x12 3x6 3x6 2-6-0 2-6-0 5-3-11 2-9-11 10-8-5 5-4-11 13-6-0 2-9-11 16-0-0 2-6-0 0-8-0 0-8-0 2-6-0 1-10-0 5-3-11 2-9-11 10-8-5 5-4-11 13-6-0 2-9-11 15-4-0 1-10-0 16-0-0 0-8-0 17-0-0 1-0-0 0- 6 - 0 0- 1 0 - 0 5- 3 - 1 4 5- 5 - 1 1 0- 6 - 0 5- 3 - 1 4 6.00 12 12.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-3], [2:1-0-1,0-4-0], [3:1-1-8,0-2-4], [4:0-2-4,0-3-8], [5:1-0-1,0-4-0], [6:0-6-12,0-6-13], [9:0-3-8,0-5-12] 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) 0.50 0.70 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.16 0.02 (loc) 9-10 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 422 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E *Except* 2-3,4-5: 2x10 SP No.1, 3-4: 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-9,4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 1-2, 3-4, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=8247/0-3-8, 6=6010/0-3-8 Max Horz 1=88(LC 4) Max Uplift1=-771(LC 6), 6=-826(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7427/822, 2-3=-9564/1071, 3-4=-6070/727, 4-5=-9312/1282, 5-6=-7070/998 BOT CHORD 1-10=-736/6274, 10-11=-736/6274, 9-11=-736/6274, 9-12=-801/5757, 12-13=-801/5757, 13-14=-801/5757, 8-14=-801/5757, 8-15=-831/5959, 7-15=-831/5959, 6-7=-831/5959 WEBS 3-9=-739/6822, 4-9=-85/469, 4-8=-1038/6770, 2-10=-3269/423, 5-7=-3369/462 NOTES-(11-14) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x10 - 2 rows staggered at 0-9-0 oc, 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 771 lb uplift at joint 1 and 826 lb uplift at joint 6. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1721 lb down and 141 lb up at 0-3-6, 1855 lb down and 145 lb up at 2-5-1, 1934 lb down and 148 lb up at 4-5-1, 1677 lb down and 151 lb up at 6-5-1, 1812 lb down and 239 lb up at 8-5-1, and 1718 lb down and 307 lb up at 10-5-1, and 2378 lb down and 508 lb up at 12-5-1 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 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss TG16 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 FISCHER OBF-072 Job Reference (optional) I33296903 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:31 2018 Page 2 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-GyWQsMZ8W5ckSdRUmrbOLW4KU6W8KwpRR?zZzjzHw5_ 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, 1-6=-20 Concentrated Loads (lb) Vert: 1=-1721(B) 10=-1855(B) 11=-1934(B) 12=-1677(B) 13=-1812(B) 14=-1718(B) 15=-2378(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801539 Truss TG17 Truss Type Half Hip Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296904 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:32 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-l84o4iamHPkb4n0gKZ6dujdZzWzZ3Pxagfi7U9zHw4z Scale = 1:15.8 1 2 3 4 5 6 10 9 8 7 11 4x6 3x4 3x4 2x4 3x6 2x4 2x4 2x4 2-4-0 2-4-0 4-2-13 1-10-13 -1-4-0 1-4-0 0-4-0 0-4-0 1-6-13 1-2-13 2-4-0 0-9-3 4-2-13 1-10-13 0- 8 - 0 0- 1 0 - 0 1- 1 1 - 9 2- 0 - 1 3 0- 8 - 1 1- 3 - 8 0- 1 1 - 9 1- 0 - 0 1- 1 1 - 9 6.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-5-5,0-2-4], [4:0-2-0,0-2-12], [7:0-2-4,0-1-0], [10:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.17 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.02 (loc) 9 9 7 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 *Except* 6-7: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=175/0-1-8, 10=290/0-3-8 Max Horz 10=66(LC 13) Max Uplift7=-62(LC 4), 10=-111(LC 5) Max Grav 7=177(LC 10), 10=290(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-16) 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) 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 62 lb uplift at joint 7 and 111 lb uplift at joint 10. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 lb down and 39 lb up at 1-6-13, and 45 lb down and 44 lb up at 2-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 14) BCSI1. 15) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 16) 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=-14, 3-4=-54, 4-6=-54, 9-10=-20, 7-8=-20 Concentrated Loads (lb) Vert: 9=-45(F) 11=-66(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss TG18 Truss Type Half Hip Girder Qty 1 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296905 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:32 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-l84o4iamHPkb4n0gKZ6dujdY3WzT3Vnagfi7U9zHw4z Scale = 1:15.8 1 2 3 4 5 7 68 9 4x6 3x4 2x4 3x6 3x6 1-6-13 1-6-13 4-2-13 2-8-0 -1-4-0 1-4-0 0-4-0 0-4-0 1-6-13 1-2-13 4-2-13 2-8-0 0- 8 - 0 0- 1 0 - 0 1- 1 1 - 9 2- 0 - 1 3 1- 8 - 1 0- 3 - 8 1- 1 1 - 9 6.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-5-5,0-2-4], [4:0-2-8,0-1-8], [6:Edge,0-2-0], [7:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.04 0.00 (loc) 6-7 6-7 6 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 4-2-13 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=294/0-3-8, 6=183/0-1-8 Max Horz 7=60(LC 4) Max Uplift7=-107(LC 5), 6=-59(LC 4) Max Grav 7=294(LC 1), 6=185(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-16) 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) 6 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) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 7 and 59 lb uplift at joint 6. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 39 lb up at 1-6-13, and 50 lb down and 33 lb up at 2-5-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 14) BCSI1. 15) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 16) 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=-14, 3-4=-54, 4-5=-54, 6-7=-20 Concentrated Loads (lb) Vert: 8=-67(B) 9=-50(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 Job B18801539 Truss TG21 Truss Type Half Hip Girder Qty 2 Ply 1 FISCHER OBF-072 Job Reference (optional) I33296906 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu May 10 11:24:32 2018 Page 1 Builders First Source, mooresville,in ID:WqiQos9iy70aae1g_i556RzRp?P-l84o4iamHPkb4n0gKZ6dujdXMWzZ3QUagfi7U9zHw4z Scale = 1:17.2 1 2 3 4 5 9 8 7 6 4x6 3x4 3x6 2x4 4x6 2x4 3x6 2-0-0 2-0-0 4-7-0 2-7-0 -1-4-0 1-4-0 0-4-0 0-4-0 1-9-11 1-5-11 4-7-0 2-9-5 0- 8 - 0 0- 1 0 - 0 2- 3 - 1 1 1- 0 - 3 1- 3 - 8 1- 3 - 1 1 1- 0 - 0 2- 3 - 1 1 6.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-5-5,0-2-4], [4:0-4-8,0-2-0], [6:Edge,0-2-0], [9:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.17 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.04 0.03 (loc) 8 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=267/0-3-8, 6=161/0-1-8 Max Horz 9=71(LC 12) Max Uplift9=-100(LC 5), 6=-53(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 9 and 53 lb uplift at joint 6. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 57 lb up at 1-10-4 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=-14, 3-4=-54, 4-5=-54, 8-9=-20, 6-7=-20 Concentrated Loads (lb) Vert: 8=-42(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 11,2018 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 P R O D U C T C O D E A P P R O V A L S J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 0 / 0 3 / 2 0 1 5 W E B S e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s .