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HomeMy WebLinkAboutTLR-026 Seal Truss Drawings16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). July 11,2019 Liu, Xuegang Pages or sheets covered by this seal: I37739236 thru I37739264 My license renewal date for the state of Indiana is July 31, 2020. B19901982 FISCHER TLR-026 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss GE01 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739236 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:03 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-rcIYcnSsOVGZHbQLUU3YSQE1v3uvD9iwkZ92oUyzRjM Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-8-0 12-8-0 -1-4-0 1-4-0 6-4-0 6-4-0 12-8-0 6-4-0 14-0-0 1-4-0 0-10-115-1-60-10-118.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-8-0. (lb) - Max Horz 20=-122(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss GE02 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739237 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:05 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-n?PI0SU6w7WHWvajbv60XrKIutLWhrDCCte9sNyzRjK Scale = 1:53.8 1 2 3 4 5 6 7 8 9 10 11 44 45 4x6 8x10 4x6 5x12 8x10 4x6 6-4-159-5-0 11-8-8 11-8-8 23-5-0 11-8-8 -1-4-0 1-4-0 5-11-8 5-11-8 11-8-8 5-9-0 17-5-8 5-9-0 23-5-0 5-11-8 24-9-0 1-4-0 0-10-118-8-50-10-118.00 12 Plate Offsets (X,Y)-- [10:0-6-0,0-3-0], [12:0-1-12,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.44 1.00 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.47 -0.87 0.07 (loc) 10-38 10-38 2 l/defl >592 >322 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-10: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-0-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS.(lb/size)2=1037/0-3-8, 8=977/0-3-8 Max Horz 2=-185(LC 4) Max Uplift 2=-128(LC 6), 8=-128(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1076/174, 4-5=-876/141, 5-6=-938/164, 6-8=-1166/188 BOT CHORD 2-10=-77/896, 8-10=-40/903 WEBS 10-11=0/542, 5-11=-39/620, 6-10=-272/178, 4-11=-300/168 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=128, 8=128. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss GE03 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739238 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:06 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-GBzgEoVlhQe8838v9ddF43sRYGqOQWbMQXNjOpyzRjJ Scale = 1:28.9 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x6 10-11-0 10-11-0 -1-4-0 1-4-0 5-5-8 5-5-8 10-11-0 5-5-8 12-3-0 1-4-0 1-7-61-2-144-7-100-3-81-7-60-3-81-2-146.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [10:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.58 0.44 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.12 0.00 (loc) 16 16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 *Except* 6-16: 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.(lb/size)20=471/0-1-8, 12=471/0-1-8 Max Horz 20=-69(LC 4) Max Uplift 20=-90(LC 6), 12=-90(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-320/95, 3-4=-274/106, 4-5=-257/129, 7-8=-257/129, 8-9=-274/106, 9-10=-320/95, 2-20=-385/166, 10-12=-385/166 NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 20, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 20, 12. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss GE04 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739239 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:07 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-kNX3R8VNSkm?mDj6jK8UcGPi_gGz9zsVfB7GxFyzRjI Scale = 1:28.3 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-8-0 10-8-0 -1-4-0 1-4-0 5-4-0 5-4-0 10-8-0 5-4-0 12-0-0 1-4-0 0-10-114-5-60-10-118.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.04 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-8-0. (lb) - Max Horz 20=-106(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss GE05 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739240 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 10 16:23:59 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-AaJ22fp77r?R3EEXpiGx3Biwml8vX70GRnziu?yzPuE Scale = 1:49.8 1 2 3 4 5 6 7 17 16 15 14 13 12 11 10 9 8 18 4x6 3x4 3x6 3x6 3x8 3x4 6x6 21-0-0 21-0-0 -1-4-0 1-4-0 10-6-0 10-6-0 15-7-12 5-1-12 21-0-0 5-4-4 22-4-0 1-4-0 0-10-117-10-110-10-118.00 12 Plate Offsets (X,Y)-- [17:0-4-12,0-1-8], [19:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.63 0.54 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.55 0.01 (loc) 16-17 16-17 8 l/defl >569 >227 n/a L/d 240 180 n/a PLATES MT20 Weight: 112 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 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16 REACTIONS.All bearings 10-7-8 except (jt=length) 17=0-3-8. (lb) - Max Horz 17=187(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 16, 9 except 8=-133(LC 7), 17=-115(LC 6), 14=-214(LC 2) Max Grav All reactions 250 lb or less at joint(s) 13, 12, 11, 10, 9 except 8=479(LC 11), 16=774(LC 1), 17=484(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-367/113, 5-6=-358/127, 2-17=-391/172, 6-8=-374/167 WEBS 16-18=-385/98, 5-16=-259/179, 3-18=-251/164 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 9 except (jt=lb) 8=133, 17=115, 14=214. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss GE06 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739241 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:09 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-gmfpsqXd_L0j?XtUqlAyihU2gUxWdtVo6VcN?8yzRjG Scale = 1:20.3 1 2 3 4 7 6 5 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-2-0 5-2-0 0-0-43-5-58.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.14 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-2-0. (lb) - Max Horz 1=91(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6, 7 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 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) 1, 5, 6, 7. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss GE07 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739242 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:10 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-8yDB4AYFkf8adgShOShBEv1CQuFMMJaxL8LwYayzRjF Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 113x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-0-8 13-0-8 0-0-48-8-58.00 12 Plate Offsets (X,Y)-- [10:0-0-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.20 0.19 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 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. WEBS 1 Row at midpt 10-11 REACTIONS.All bearings 13-0-8. (lb) - Max Horz 1=249(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 12, 13, 14, 15, 16, 17, 18, 19 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 12, 13, 14, 15, 16, 17, 18, 19 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 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) 1, 11, 12, 13, 14, 15, 16, 17, 18, 19. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss GE08 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739243 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:12 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-4LKyUsZVGGOIs_c3WtkfJK6ZchyipD3EpSq1cTyzRjD Scale = 1:63.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 3x6 3x6 3x8 5x6 5x6 5x6 5x6 3x6 35-5-8 35-5-8 -1-0-0 1-0-0 13-10-4 13-10-4 21-10-4 8-0-0 35-5-8 13-7-4 0-8-09-9-09-10-130-10-09-9-08.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-3-0], [12:0-3-0,0-1-15], [18:0-3-0,0-1-15], [22:0-2-12,Edge], [40:0-3-0,0-3-0], [46:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.07 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 1 1 30 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 252 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 15-43,14-44,13-45,12-47,11-48,16-42,17-41,18-40,19-39: 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.): 12-18. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-43, 14-44, 13-45, 12-47, 11-48, 16-42, 17-41, 18-40, 19-39 REACTIONS.All bearings 35-5-8. (lb) - Max Horz 57=240(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 30, 43, 44, 45, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 42, 41, 39, 38, 37, 36, 35, 34, 33, 32, 31 except 57=-121(LC 4) Max Grav All reactions 250 lb or less at joint(s) 57, 30, 43, 44, 45, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(14-17) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 43, 44, 45, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 42, 41, 39, 38, 37, 36, 35, 34, 33, 32, 31 except (jt=lb) 57=121. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 14) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 15) BCSI1. 16) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 17) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss GE09 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739244 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:15 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-Vw047tcOZBnsjSKeB0HMxyk_?vq60RKhVQ3hDnyzRjA Scale = 1:68.8 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x6 5x6 5x6 3x6 6x8 3x4 3x6 4x6 3x6 5x8 4x8 3x6 3x6 5x8 3x6 5x8 3x6 3x4 6-11-0 0-3-11 2-2-0 2-2-0 8-0-2 5-10-2 13-10-4 5-10-2 14-1-8 0-3-4 17-10-4 3-8-12 21-10-4 4-0-0 28-8-2 6-9-14 35-8-8 7-0-6 2-2-0 2-2-0 8-0-2 5-10-2 13-10-4 5-10-2 21-10-4 8-0-0 28-8-2 6-9-14 35-8-8 7-0-6 36-8-8 1-0-0 0-8-09-9-19-10-130-8-09-9-18.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [5:0-3-4,0-2-4], [7:0-3-0,0-2-0], [11:0-3-13,Edge], [15:0-4-0,0-1-12], [17:0-5-8,0-2-8], [20:0-3-4,Edge], [22:Edge,0-4-2], [22:0-1-12,0-0-0], [24:0-1-9,0-1-0], [24:0-1-12,0-1-8], [26:0-1-12,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.53 0.72 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.50 0.17 (loc) 15-16 15-16 11 l/defl >999 >861 n/a L/d 240 180 n/a PLATES MT20 Weight: 229 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-21: 2x3 SPF No.2, 6-16,7-17,7-15,1-20,5-18: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-3-10 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-16, 7-17, 9-15 REACTIONS.(lb/size)22=1315/Mechanical, 11=1371/0-3-8 Max Horz 22=-230(LC 4) Max Uplift 22=-111(LC 6), 11=-147(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2734/372, 2-3=-2052/281, 3-5=-1632/309, 5-6=-1275/296, 6-7=-1285/300, 7-9=-1546/292, 9-11=-1902/271, 1-22=-1279/170 BOT CHORD 19-20=-342/2324, 18-19=-134/1641, 17-18=-92/1286, 13-15=-113/1506, 11-13=-113/1506 WEBS 2-20=-15/322, 2-19=-693/224, 3-19=0/336, 15-17=0/1143, 7-17=-146/253, 7-15=-13/425, 9-15=-383/177, 1-20=-314/2173, 5-18=-73/608, 3-18=-460/160 NOTES-(14-17) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=111, 11=147. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Continued on page 2 July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss GE09 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739244 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:15 2019 Page 2 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-Vw047tcOZBnsjSKeB0HMxyk_?vq60RKhVQ3hDnyzRjA 14) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 15) BCSI1. 16) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 17) 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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss GE10 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739245 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:17 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-RI8rYZde5p1aylU1IQJq0NpRtigBUUdzykYoHgyzRj8 Scale = 1:49.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x6 3x6 5x6 5x6 5x6 27-9-8 27-9-8 -1-0-0 1-0-0 9-10-12 9-10-12 17-10-12 8-0-0 27-9-8 9-10-12 0-8-07-1-67-3-30-8-07-1-68.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-1-15], [15:0-3-0,0-1-15], [33:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.12 0.04 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 23 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 157 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, and 2-0-0 oc purlins (6-0-0 max.): 9-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 27-9-8. (lb) - Max Horz 43=176(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 43, 23, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 32, 31, 29, 28, 27, 26, 25, 24 Max Grav All reactions 250 lb or less at joint(s) 43, 23, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 32, 31, 30, 29, 28, 27, 26, 25, 24 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(14-17) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 43, 23, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 32, 31, 29, 28, 27, 26, 25, 24. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 14) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 15) BCSI1. 16) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 17) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss GE13 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739246 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:18 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-vViDlveGs69Rav3Ds8q3ZbMbM6?PDxT7BOHLq6yzRj7 Scale = 1:28.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-8-0 15-8-0 -1-0-0 1-0-0 7-10-0 7-10-0 15-8-0 7-10-0 16-8-0 1-0-0 0-4-02-11-50-4-04.00 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-SH 0.14 0.11 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 15-8-0. (lb) - Max Horz 2=-34(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 14, 13 except 18=286(LC 1), 12=286(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 16, 17, 18, 14, 13, 12. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss T01 Truss Type Common Truss Qty 2 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739247 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:19 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-NhGbyFfudQHIC3ePQrMI5ove5WHtyNBGQ21vMZyzRj6 Scale = 1:28.9 1 2 3 4 5 8 7 6 4x6 2x4 3x6 3x6 3x6 3x6 5-5-8 5-5-8 10-11-0 5-5-8 -1-4-0 1-4-0 5-5-8 5-5-8 10-11-0 5-5-8 12-3-0 1-4-0 1-7-61-2-144-7-100-3-81-7-60-3-81-2-146.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-8], [4:0-0-12,0-1-8] 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-R 0.65 0.35 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.00 (loc) 7 7 6 l/defl >999 >818 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 *Except* 3-7: 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)8=471/0-1-8, 6=471/0-1-8 Max Horz 8=-69(LC 4) Max Uplift 8=-90(LC 6), 6=-90(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-317/124, 3-4=-317/124, 2-8=-384/205, 4-6=-384/205 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) 8, 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) 8, 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss T02 Truss Type COMMON Qty 2 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739248 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:19 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-NhGbyFfudQHIC3ePQrMI5ovkIWAkyKSGQ21vMZyzRj6 Scale = 1:60.1 1 2 3 4 5 6 7 8 9 12 11 1021222324 25 26 3x6 4x6 3x6 3x8 5x8 3x4 3x6 2x4 3x6 2x4 5x8 3x4 9-4-0 9-4-0 18-5-8 9-1-8 27-9-8 9-4-0 7-0-10 7-0-10 13-10-12 6-10-2 20-8-14 6-10-2 27-9-8 7-0-10 0-8-09-11-30-8-08.00 12 Plate Offsets (X,Y)-- [1:0-3-13,Edge], [5:0-3-0,0-1-12], [6:0-0-0,0-0-0], [9:0-3-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.32 0.81 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.50 0.05 (loc) 10-12 10-12 9 l/defl >999 >664 n/a L/d 240 180 n/a PLATES MT20 Weight: 107 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* 7-10,3-12: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)9=1226/0-3-8, 1=1226/Mechanical Max Horz 1=215(LC 5) Max Uplift 9=-97(LC 7), 1=-97(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1733/211, 3-5=-1601/274, 5-7=-1601/274, 7-9=-1733/211 BOT CHORD 1-12=-139/1375, 10-12=0/935, 9-10=-94/1375 WEBS 5-10=-108/741, 7-10=-330/224, 5-12=-108/741, 3-12=-330/224 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, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss T03 Truss Type COMMON TRUSS Qty 1 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739249 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:20 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-rtpzAbgXOkP9pDDc_ZtXe0Rx4wYBhnQQeimSu?yzRj5 Scale: 1/4"=1' 1 2 3 4 5 6 7 9 8 6x10 4x6 4x6 6x10 4x6 3x6 3x8 2x4 2x4 10-6-0 10-6-0 21-0-0 10-6-0 0-8-15 0-8-15 5-4-4 4-7-5 10-6-0 5-1-12 15-7-12 5-1-12 20-3-1 4-7-5 21-0-0 0-8-15 0-10-117-10-110-10-118.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.19 0.67 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.38 0.03 (loc) 9-16 9-16 7 l/defl >999 >655 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)1=777/0-3-8, 7=777/0-3-8 Max Horz 1=-163(LC 4) Max Uplift 1=-73(LC 6), 7=-73(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-970/171, 3-4=-768/151, 4-5=-768/151, 5-7=-970/171 BOT CHORD 1-9=-109/755, 7-9=-73/755 WEBS 4-9=-43/534, 5-9=-254/159, 3-9=-254/159 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss T04 Truss Type COMMON TRUSS Qty 4 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739250 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:21 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-J4NLNxg991X0RNooXGOmBD_vXJu6Q9XZtMW?QRyzRj4 Scale: 1/4"=1' 1 2 3 4 5 6 9 8 7 6x10 4x6 4x6 3x4 3x6 3x8 4x6 2x4 5x6 20-8-0 20-8-0 21-0-0 0-4-0 0-8-15 0-8-15 5-4-4 4-7-5 10-6-0 5-1-12 15-7-12 5-1-12 18-4-9 2-8-13 20-8-0 2-3-7 21-0-0 0-4-0 0-10-117-10-110-3-88.00 12 Plate Offsets (X,Y)-- [7:0-2-12,0-2-12] 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-AS 0.91 0.69 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.46 0.03 (loc) 7-9 7-9 7 l/defl >999 >534 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 SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)1=759/0-3-8, 7=759/0-3-8 Max Horz 1=175(LC 5) Max Uplift 1=-72(LC 6), 7=-69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-944/168, 3-4=-741/147, 4-5=-742/149, 5-6=-347/40, 6-7=-267/59 BOT CHORD 1-9=-101/734, 7-9=-59/686 WEBS 4-9=-44/505, 3-9=-254/160, 5-7=-613/132 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss T05 Truss Type HIP TRUSS Qty 1 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739251 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 10 16:24:57 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-UkpzDUWVSfIC18ghCuJYPP6qS7wm7X7onp0nweyzPtK Scale = 1:73.3 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 1226272829 30 3x6 5x6 5x6 3x6 6x8 3x6 3x6 3x4 2x4 3x6 3x8 3x4 2x4 8x10 4x6 3x6 8-0-6 8-0-6 15-10-4 7-9-14 19-10-4 4-0-0 27-6-10 7-8-6 35-5-8 7-10-14 -1-0-0 1-0-0 8-0-6 8-0-6 15-10-4 7-9-14 19-10-4 4-0-0 27-6-10 7-8-6 35-5-8 7-10-14 0-8-011-1-011-2-130-10-011-1-08.00 12 Plate Offsets (X,Y)-- [4:0-1-8,0-1-8], [6:0-3-0,0-2-0], [7:0-3-0,0-2-3], [9:0-1-8,0-1-8] 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-MSH 0.67 0.58 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.32 0.12 (loc) 12-14 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 164 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,9-12: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Sheathed or 3-0-14 oc purlins, except 2-0-0 oc purlins (4-10-12 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-14, 9-14 REACTIONS.(lb/size)2=1638/0-3-8, 11=1583/Mechanical Max Horz 2=254(LC 5) Max Uplift 2=-155(LC 6), 11=-118(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-973/0, 3-4=-2328/262, 4-5=-1712/256, 5-6=-1582/288, 6-7=-1306/291, 7-8=-1568/289, 8-9=-1695/258, 9-10=-2259/261, 10-11=-655/0 BOT CHORD 2-26=-161/1854, 17-26=-161/1854, 17-27=-161/1854, 16-27=-161/1854, 15-16=-161/1854, 15-28=-15/1316, 14-28=-15/1316, 13-14=-127/1795, 13-29=-127/1795, 12-29=-127/1795, 12-30=-127/1795, 11-30=-127/1795 WEBS 4-17=0/339, 4-15=-674/200, 6-15=-47/599, 7-14=-40/562, 9-14=-625/200, 9-12=0/320 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 100 lb uplift at joint(s) except (jt=lb) 2=155, 11=118. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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.).July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss T06 Truss Type COMMON TRUSS Qty 10 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739252 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:23 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-GSV6ociPhfnkhgyBfhQEGe3Gu7VPu5QsLg?6VKyzRj2 Scale = 1:77.4 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11242526 27 3x6 5x6 3x6 3x8 6x10 4x6 3x4 2x4 3x8 6x8 3x6 3x8 3x4 2x4 9-0-6 9-0-6 17-10-4 8-9-14 26-6-10 8-8-6 26-6-14 0-0-4 35-5-8 8-10-10 -1-0-0 1-0-0 9-0-6 9-0-6 17-10-4 8-9-14 26-6-10 8-8-6 26-6-14 0-0-4 35-5-8 8-10-10 0-8-012-6-130-10-08.00 12 Plate Offsets (X,Y)-- [4:0-1-8,0-1-8], [8:0-1-8,0-1-8], [10:0-5-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.86 0.95 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.45 0.13 (loc) 11-13 11-13 10 l/defl >999 >947 n/a L/d 240 180 n/a PLATES MT20 Weight: 145 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* 4-15,8-11: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-13, 4-13 REACTIONS.(lb/size)10=1607/Mechanical, 2=1659/0-3-8 Max Horz 2=286(LC 5) Max Uplift 10=-124(LC 7), 2=-160(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2330/253, 4-6=-1575/278, 6-8=-1572/277, 8-10=-2280/253 BOT CHORD 2-15=-170/1847, 13-15=-170/1847, 11-13=-111/1805, 10-11=-111/1805 WEBS 4-15=0/428, 6-13=-116/1129, 8-13=-782/226, 4-13=-830/228, 8-11=0/408 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, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=124, 2=160. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss T07 Truss Type COMMON TRUSS Qty 1 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739253 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:24 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-kf3U0yj1RyvbIqWNDPxToscX3XtsdYd?ZKkg1myzRj1 Scale = 1:77.5 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11242526 27 3x6 5x6 3x6 3x8 6x8 3x6 3x8 3x4 2x4 3x4 2x4 6x8 3x6 3x8 9-0-6 9-0-6 17-10-4 8-9-14 26-8-2 8-9-14 35-8-8 9-0-6 -1-0-0 1-0-0 9-0-6 9-0-6 17-10-4 8-9-14 26-8-2 8-9-14 35-8-8 9-0-6 0-8-012-6-130-8-08.00 12 Plate Offsets (X,Y)-- [4:0-1-8,0-1-8], [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-AS 0.51 0.81 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.40 0.11 (loc) 13-15 13-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 144 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-11,4-15: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-13, 4-13 REACTIONS.(lb/size)10=1616/0-3-8, 2=1671/0-3-8 Max Horz 2=287(LC 5) Max Uplift 10=-125(LC 7), 2=-161(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2351/255, 4-6=-1595/280, 6-8=-1595/280, 8-10=-2354/257 BOT CHORD 2-15=-167/1865, 13-15=-167/1865, 11-13=-112/1868, 10-11=-112/1868 WEBS 6-13=-121/1161, 8-13=-836/231, 8-11=0/431, 4-13=-832/228, 4-15=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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=125, 2=161. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss T08 Truss Type COMMON TRUSS Qty 1 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739254 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:25 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-CrdsDIjfCG1Rw_5Zm6SiL39itwDBM?v9o_UDZCyzRj0 Scale = 1:78.7 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12252627 28 3x6 5x6 3x6 6x8 3x6 3x8 3x8 3x4 2x4 3x4 2x4 6x8 3x6 3x8 9-0-6 9-0-6 17-10-4 8-9-14 26-8-2 8-9-14 35-8-8 9-0-6 -1-0-0 1-0-0 9-0-6 9-0-6 17-10-4 8-9-14 26-8-2 8-9-14 35-8-8 9-0-6 36-8-8 1-0-0 0-8-012-6-130-8-08.00 12 Plate Offsets (X,Y)-- [4:0-1-8,0-1-8], [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-AS 0.50 0.80 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.40 0.11 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 145 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-12,4-16: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-14, 4-14 REACTIONS.(lb/size)2=1671/0-3-8, 10=1671/0-3-8 Max Horz 2=279(LC 5) Max Uplift 2=-161(LC 6), 10=-161(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2350/255, 4-6=-1594/279, 6-8=-1594/279, 8-10=-2350/255 BOT CHORD 2-16=-156/1864, 14-16=-156/1864, 12-14=-79/1864, 10-12=-79/1864 WEBS 6-14=-120/1159, 8-14=-832/228, 8-12=0/429, 4-14=-832/228, 4-16=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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=161, 10=161. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss T09 Truss Type COMMON TRUSS Qty 2 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739255 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:26 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-g1BEQekHza9IY8glKp_xuHhqWKXz5RyI1eDm6fyzRj? Scale = 1:81.6 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 1427282930 3x6 5x6 3x6 6x8 3x6 3x6 4x8 3x4 3x6 2x4 3x4 3x6 2x4 6x8 3x6 3x6 9-0-14 9-0-14 17-10-4 8-9-6 26-7-10 8-9-6 35-8-8 9-0-14 -1-0-0 1-0-0 6-1-12 6-1-12 12-0-0 5-10-4 17-10-4 5-10-4 23-8-8 5-10-4 29-6-12 5-10-4 35-8-8 6-1-12 37-8-8 2-0-0 0-8-012-6-130-8-08.00 12 Plate Offsets (X,Y)-- [6:0-1-12,0-1-8], [8:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.70 0.90 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.57 0.12 (loc) 14-16 14-16 12 l/defl >999 >755 n/a L/d 240 180 n/a PLATES MT20 Weight: 163 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* 10-14,4-18: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-16, 6-16 REACTIONS.(lb/size)2=1554/0-3-8, 12=1613/0-3-8 Max Horz 2=-289(LC 4) Max Uplift 2=-160(LC 6), 12=-197(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2226/264, 4-6=-2073/289, 6-7=-1518/294, 7-8=-1518/294, 8-10=-2061/279, 10-12=-2214/253 BOT CHORD 2-18=-184/1774, 16-18=-75/1508, 14-16=-10/1505, 12-14=-71/1759 WEBS 7-16=-199/1286, 8-16=-573/206, 8-14=-25/456, 6-16=-579/211, 6-18=-38/471 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=160, 12=197. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss T10 Truss Type HIP TRUSS Qty 1 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739256 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:27 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-8Ekde_lwktH99IFyuXVAQUEz6kteqx3SFIzKe5yzRj_ Scale = 1:74.4 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 1427282930 3x6 5x6 5x6 3x6 6x8 3x6 3x6 3x4 2x4 3x8 2x4 4x8 2x4 6x8 3x6 3x8 8-7-14 8-7-14 17-0-4 8-4-6 26-7-10 9-7-6 35-8-8 9-0-14 -1-0-0 1-0-0 8-7-14 8-7-14 17-0-4 8-4-6 18-8-4 1-8-0 24-3-3 5-6-15 29-10-1 5-6-15 35-8-8 5-10-7 37-8-8 2-0-0 0-8-011-10-612-0-30-8-011-10-68.00 12 Plate Offsets (X,Y)-- [4:0-1-8,0-1-8], [6:0-3-0,0-2-3], [7:0-3-0,0-2-0], [14:0-2-11,0-2-0] 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-AS 0.78 0.93 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.55 -0.88 0.12 (loc) 14-16 14-16 12 l/defl >775 >485 n/a L/d 240 180 n/a PLATES MT20 Weight: 170 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-18,10-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-5-15 max.): 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-16, 7-14, 8-14 REACTIONS.(lb/size)2=1677/0-3-8, 12=1639/0-3-8 Max Horz 2=-275(LC 4) Max Uplift 2=-158(LC 6), 12=-195(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2360/256, 4-6=-1709/278, 6-7=-1309/289, 7-8=-2271/500, 8-10=-2101/272, 10-12=-2272/255 BOT CHORD 2-18=-140/1876, 16-18=-140/1876, 14-16=0/1267, 12-14=-76/1804 WEBS 4-18=0/347, 4-16=-715/218, 6-16=-34/593, 7-16=-142/464, 7-14=-331/998, 8-14=-421/280 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=158, 12=195. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" 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) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss T11 Truss Type HIP Qty 1 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739257 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:28 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-cQI?rKmYVBP0nRq8SE0QzinBn8CiZNvbUyit9XyzRiz Scale = 1:66.9 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12252627282930 31 32 3x6 5x6 5x6 3x6 3x8 6x8 3x6 3x6 2x4 3x4 3x6 2x4 6x8 3x6 3x8 9-0-6 9-0-6 17-10-4 8-9-14 26-8-2 8-9-14 35-8-8 9-0-6 7-7-6 7-7-6 15-0-4 7-4-14 20-8-4 5-8-0 28-1-2 7-4-14 35-8-8 7-7-6 36-8-8 1-0-0 0-8-010-6-610-8-30-8-010-6-68.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-0], [6:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.59 0.94 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.51 0.11 (loc) 12-14 12-14 10 l/defl >999 >838 n/a L/d 240 180 n/a PLATES MT20 Weight: 154 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* 3-16,8-12: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-6-13 max.): 5-6. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)10=1700/0-3-8, 1=1645/0-3-8 Max Horz 1=-241(LC 4) Max Uplift 10=-152(LC 7), 1=-117(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2427/276, 3-5=-2334/384, 5-6=-1539/286, 6-8=-2330/381, 8-10=-2424/274 BOT CHORD 1-16=-151/1938, 14-16=-44/1477, 12-14=0/1477, 10-12=-110/1934 WEBS 3-16=-328/256, 5-16=-171/761, 5-14=-69/378, 6-14=-69/379, 6-12=-168/756, 8-12=-325/254 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=152, 1=117. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" 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) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss T12 Truss Type HIP TRUSS Qty 1 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739258 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:29 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-4csN3gnAGVXtPbPK?yXfVvJN7YctItEkjcSQhzyzRiy Scale = 1:52.2 1 2 3 4 5 6 7 8 9 12 11 1021222324 25 26 4x8 4x8 5x8 3x4 3x12 3x6 2x4 3x6 2x4 5x8 3x4 9-4-0 9-4-0 18-5-8 9-1-8 27-9-8 9-4-0 -1-0-0 1-0-0 7-0-10 7-0-10 11-10-12 4-10-2 15-10-12 4-0-0 20-8-14 4-10-2 27-9-8 7-0-10 0-8-08-5-68-7-30-8-08-5-68.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [5:0-4-8,0-1-12], [6:0-4-8,0-1-12], [9:0-3-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.55 0.69 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.44 0.05 (loc) 10-12 10-12 9 l/defl >999 >756 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 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* 7-10,4-12: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-4-8 max.): 5-6. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)9=1249/0-3-8, 2=1305/0-3-8 Max Horz 2=193(LC 5) Max Uplift 9=-91(LC 7), 2=-127(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1764/212, 4-5=-1621/259, 5-6=-1099/233, 6-7=-1624/261, 7-9=-1767/214 BOT CHORD 2-12=-107/1394, 10-12=-9/1099, 9-10=-93/1398 WEBS 7-10=-305/210, 4-12=-302/207, 5-12=-77/671, 6-10=-80/677 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 2=127. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" 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) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss T13 Truss Type COMMON TRUSS Qty 1 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739259 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:30 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-ZoQlG0no1ogk0l_XZf2u27scXxwI1JAuyGB_EQyzRix Scale = 1:61.5 1 2 3 4 5 6 7 8 9 10 13 12 1122232425 26 27 3x6 4x6 3x6 5x8 3x4 3x8 3x6 2x4 3x6 2x4 5x8 3x4 9-4-0 9-4-0 18-5-8 9-1-8 27-9-8 9-4-0 -1-0-0 1-0-0 7-0-10 7-0-10 13-10-12 6-10-2 20-8-14 6-10-2 27-9-8 7-0-10 0-8-09-11-30-8-08.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [6:0-3-0,0-1-12], [7:0-0-0,0-0-0], [10:0-3-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.32 0.81 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.51 0.05 (loc) 11-13 11-13 10 l/defl >999 >659 n/a L/d 240 180 n/a PLATES MT20 Weight: 108 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-11,4-13: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)2=1281/0-3-8, 10=1225/0-3-8 Max Horz 2=226(LC 5) Max Uplift 2=-133(LC 6), 10=-97(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1729/208, 4-6=-1596/271, 6-8=-1599/273, 8-10=-1731/210 BOT CHORD 2-13=-136/1370, 11-13=0/934, 10-11=-93/1374 WEBS 6-11=-108/741, 8-11=-330/224, 6-13=-105/736, 4-13=-327/222 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 100 lb uplift at joint(s) 10 except (jt=lb) 2=133. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss T14 Truss Type ROOF SPECIAL Qty 6 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739260 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:31 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-1?_7ULoQo6obevZj7NZ7bKOj?LJWmd41AwxXmsyzRiw Scale = 1:62.2 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 183x6 4x6 3x6 6x8 2x4 3x6 2x4 2x4 4x8 3x4 4x6 3x6 4x6 5x8 3x6 4x8 2x4 2-2-0 2-2-0 8-0-6 5-10-6 14-1-8 6-1-2 20-8-14 6-7-6 27-9-8 7-0-10 2-2-0 2-2-0 8-0-6 5-10-6 13-10-12 5-10-6 20-8-14 6-10-2 27-9-8 7-0-10 0-8-09-11-30-8-08.00 12 Plate Offsets (X,Y)-- [10:0-3-13,Edge], [11:0-3-0,0-1-12], [13:0-3-8,0-2-8], [15:0-2-8,Edge], [17:0-1-12,0-0-0], [17:Edge,0-4-2] 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-AS 0.53 0.62 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.28 0.12 (loc) 11-12 11-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-12: 2x3 SPF No.2 SLIDER Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)17=1022/Mechanical, 10=1022/0-3-8 Max Horz 17=222(LC 5) Max Uplift 17=-97(LC 6), 10=-98(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2076/296, 2-3=-1512/204, 3-5=-1048/227, 5-6=-770/231, 6-8=-1085/223, 8-10=-1430/197, 1-17=-979/129 BOT CHORD 14-15=-345/1817, 13-14=-111/1190, 10-11=-84/1124 WEBS 2-15=-2/250, 13-18=-110/744, 6-18=-36/416, 2-14=-636/237, 3-14=0/366, 11-13=-100/1141, 8-13=-414/167, 1-15=-284/1566, 3-13=-511/155, 5-18=-87/367 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) 17, 10. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss T16 Truss Type Common Qty 3 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739261 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:31 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-1?_7ULoQo6obevZj7NZ7bKOkgLIvmod1AwxXmsyzRiw Scale = 1:28.3 1 2 3 4 5 6 4x6 3x8 3x8 2x4 7-10-0 7-10-0 15-8-0 7-10-0 -1-0-0 1-0-0 7-10-0 7-10-0 15-8-0 7-10-0 16-8-0 1-0-0 0-4-02-11-50-4-04.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-5], [4:Edge,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-SH 0.48 0.66 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 0.03 (loc) 2-6 2-6 4 l/defl >999 >703 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 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 4-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=631/0-3-8, 4=631/0-3-8 Max Horz 2=-34(LC 5) Max Uplift 2=-101(LC 6), 4=-101(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1072/195, 3-4=-1072/195 BOT CHORD 2-6=-110/951, 4-6=-110/951 WEBS 3-6=0/362 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=101, 4=101. 5) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss T17 Truss Type Common Qty 6 Ply 1 FISCHER TLR-026 Job Reference (optional) I37739262 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:32 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-VBYWhhp2ZQwSG38vh45M7YxqOldZVEnBPag5IIyzRiv Scale = 1:49.1 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 6x10 3x8 2x4 2x4 6x10 10-6-0 10-6-0 21-0-0 10-6-0 -1-4-0 1-4-0 5-4-4 5-4-4 10-6-0 5-1-12 15-7-12 5-1-12 21-0-0 5-4-4 22-4-0 1-4-0 0-10-117-10-110-10-118.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [6:0-1-3,0-1-12], [8:Edge,0-3-8], [8:0-0-0,0-1-12], [11:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.81 0.76 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.56 0.03 (loc) 10-11 10-11 8 l/defl >999 >445 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-11,6-8: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=846/0-3-8, 11=846/0-3-8 Max Horz 11=-187(LC 4) Max Uplift 8=-124(LC 7), 11=-124(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-947/163, 3-4=-735/139, 4-5=-735/139, 5-6=-947/163, 2-11=-742/195, 6-8=-742/195 BOT CHORD 10-11=-82/696, 8-10=-25/696 WEBS 4-10=-37/501 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=124, 11=124. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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.). July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss TG01 Truss Type Common Truss Qty 1 Ply 2 FISCHER TLR-026 Job Reference (optional) I37739263 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:33 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-zN6uv1qgKj2JtDj6EncbglU_z90eEZUKeDQerlyzRiu Scale = 1:53.0 1 2 3 4 5 6 7 8 11 10 912131415161718 19 20 21 5x8 4x8 4x8 12x20 4x8 4x8 10x16 4x6 3x12 12x12 4x6 3x12 5-10-6 5-10-6 11-8-8 5-10-1 17-6-8 5-10-1 23-7-0 6-0-8 -1-4-0 1-4-0 5-10-6 5-10-6 11-8-8 5-10-1 17-6-8 5-10-1 23-7-0 6-0-8 0-10-118-8-50-9-58.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-12], [2:0-2-14,0-0-0], [2:0-2-10,0-3-4], [4:0-1-4,0-1-12], [5:0-3-4,0-2-8], [6:0-1-8,0-1-8], [8:0-11-7,0-5-8], [8:0-9-5,0-3-8], [8:0-3-5,Edge], [8:0-2-10,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.88 0.58 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.29 0.08 (loc) 9-10 9-10 8 l/defl >999 >970 n/a L/d 240 180 n/a PLATES MT20 Weight: 368 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 5-10: 2x4 SPF 2100F 1.8E SLIDER Left 2x8 SP 2400F 2.0E 3-5-13, Right 2x10 SP No.1 3-4-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=9798/0-5-8, 2=9436/0-4-0 Max Horz 2=198(LC 12) Max Uplift 8=-844(LC 6), 2=-857(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-12864/1110, 4-5=-9017/849, 5-6=-9026/848, 6-8=-13063/1138 BOT CHORD 2-11=-898/10382, 10-11=-898/10382, 9-10=-857/10611, 8-9=-857/10611 WEBS 4-11=-303/4372, 4-10=-3578/412, 5-10=-809/9447, 6-10=-3859/447, 6-9=-320/4533 NOTES-(10-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=844, 2=857. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1563 lb down and 130 lb up at 2-0-12, 1587 lb down and 136 lb up at 4-0-12, 1587 lb down and 136 lb up at 6-0-12, 1587 lb down and 136 lb up at 8-0-12, 1587 lb down and 136 lb up at 10-0-12, 1587 lb down and 136 lb up at 12-0-12, 1587 lb down and 136 lb up at 14-0-12, 1587 lb down and 136 lb up at 16-0-12, 1587 lb down and 136 lb up at 18-0-12, and 1587 lb down and 136 lb up at 20-0-12, and 1587 lb down and 136 lb up at 22-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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.).Continued on page 2 July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss TG01 Truss Type Common Truss Qty 1 Ply 2 FISCHER TLR-026 Job Reference (optional) I37739263 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:33 2019 Page 2 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-zN6uv1qgKj2JtDj6EncbglU_z90eEZUKeDQerlyzRiu LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-54, 5-8=-54, 2-8=-20 Concentrated Loads (lb) Vert: 11=-1587(B) 12=-1563(B) 13=-1587(B) 14=-1587(B) 15=-1587(B) 16=-1587(B) 17=-1587(B) 18=-1587(B) 19=-1587(B) 20=-1587(B) 21=-1587(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 FISCHER TLR-026 Job Reference (optional) I37739264 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:34 2019 Page 1 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-RagG6NqJ51AAVMHIoV7qCz0D2ZKcz2ZUst9BNByzRit Scale = 1:26.5 1 2 3 4567 8 9 10 11 5x16 MT18HS 5x8 5x16 MT18HS 3x12 7-10-0 7-10-0 15-8-0 7-10-0 7-10-0 7-10-0 15-8-0 7-10-0 0-4-02-11-50-4-04.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [2:0-4-0,0-1-12], [3:0-3-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.60 0.66 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.33 0.04 (loc) 3-4 3-4 3 l/defl >999 >557 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 139 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=4421/0-3-8, 3=5229/0-3-8 Max Horz 1=-24(LC 4) Max Uplift 1=-458(LC 5), 3=-549(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8953/934, 2-3=-8950/933 BOT CHORD 1-4=-851/8473, 3-4=-851/8473 WEBS 2-4=-438/5033 NOTES-(11-14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-2-0 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=458, 3=549. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1206 lb down and 109 lb up at 1-8-0, 1002 lb down and 109 lb up at 3-8-0, 1002 lb down and 109 lb up at 5-8-0, 1002 lb down and 109 lb up at 7-8-0, 1002 lb down and 109 lb up at 9-8-0, 1002 lb down and 109 lb up at 11-8-0, and 1002 lb down and 109 lb up at 13-8-0, and 1295 lb down and 123 lb up at 14-4-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 July 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901982 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 FISCHER TLR-026 Job Reference (optional) I37739264 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 14:19:34 2019 Page 2 Builders First Source, mooresville,in ID:9WfuBFvwEjXB7g2IW?GDqxyd85s-RagG6NqJ51AAVMHIoV7qCz0D2ZKcz2ZUst9BNByzRit 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, 1-3=-20 Concentrated Loads (lb) Vert: 4=-1002(B) 5=-1206(B) 6=-1002(B) 7=-1002(B) 8=-1002(B) 9=-1002(B) 10=-1002(B) 11=-1295(B) PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths