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HomeMy WebLinkAboutTLR-016 Seal Truss Drawings16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). May 1,2019 Liu, Xuegang Pages or sheets covered by this seal: I36933859 thru I36933906 My license renewal date for the state of Indiana is July 31, 2020. B19901391 Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: FISCHER TLR-016 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B19901391 Truss GE02 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933859 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:48:31 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-pcfrLF0U4i?oiYKytxEnJenyT6h8FwbbvicpWnzKuSk Scale = 1:48.7 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x4 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-0-0 14-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 14-0-0 7-0-0 15-0-0 1-0-0 1-0-08-0-01-0-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.09 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 83 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 14-0-0. (lb) - Max Horz 24=-190(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 14, 20, 21, 22, 18, 17, 16 except 24=-116(LC 4), 23=-121(LC 5), 15=-110(LC 7) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 20, 21, 22, 18, 17, 16 except (jt=lb) 24=116, 23=121, 15=110. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss GE03 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933860 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:48:33 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-l_nbmx2kbKGWyrUL?MHFO3sAywFejq6uM?5vagzKuSi Scale = 1:58.8 1 2 3 4 5 6 7 8 9 23 22 21 19 18 17 16 15 14 13 12 11 10 24 25 20 4x6 5x12 3x12 3x6 3x8 3x6 3x8 3x8 2-7-1315-0-0 10-5-08-10-8 8-10-8 14-0-0 5-1-8 16-10-8 2-10-8 25-5-0 8-6-8 -1-0-0 1-0-0 4-6-8 4-6-8 8-10-8 4-4-0 16-10-8 8-0-0 21-2-8 4-4-0 25-5-0 4-2-8 26-9-0 1-4-0 1-0-09-10-81-4-09-10-812.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-1-12], [6:0-8-0,0-0-12], [23:0-6-12,0-1-8], [34:0-3-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.71 0.53 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.39 0.01 (loc) 22-23 22-23 10 l/defl >999 >419 n/a L/d 240 180 n/a PLATES MT20 Weight: 194 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-22,6-22,6-17: 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, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 22-23. WEBS 1 Row at midpt 6-17 JOINTS 1 Brace at Jt(s): 24, 25 REACTIONS.All bearings 11-8-8 except (jt=length) 23=0-3-8, 20=0-3-8. (lb) - Max Horz 23=-239(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 17, 19, 18, 11 except 23=-104(LC 6), 10=-112(LC 7) Max Grav All reactions 250 lb or less at joint(s) 19, 18, 16, 15, 14, 13, 12, 11, 20 except 23=634(LC 10), 17=909(LC 1), 10=314(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-572/156, 3-4=-414/179, 4-5=-301/190, 2-23=-544/188 BOT CHORD 22-23=-183/327 WEBS 22-25=-87/447, 6-25=-87/446, 6-17=-773/132 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 19, 18, 11 except (jt=lb) 23=104, 10=112. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss GE04 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933861 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:48:36 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-AZSkOy4cuFe4pJDwgUqy0iUpa7OBwFYK2zKZB?zKuSf Scale = 1:82.0 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 30 31 32 33 34 35 36 37 38 39 40 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 4x6 3x6 3x6 3x6 3x6 3x4 3x4 5x6 5x6 45-7-0 45-7-0 -1-0-0 1-0-0 16-5-8 16-5-8 34-5-8 18-0-0 45-7-0 11-1-8 0-8-011-5-911-7-114-2-1111-5-98.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [10:0-1-11,Edge], [16:0-3-0,Edge], [31:0-3-0,Edge], [53:0-3-0,0-3-0], [63:0-3-0,0-3-0], [75:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.10 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 41 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 421 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 No.2 *Except* 11-67,9-68,8-69,7-70,6-71,5-72,4-73,3-74,36-45,37-44,38-43,39-42: 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.): 16-31. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 21-58, 20-59, 19-60, 18-61, 17-62, 15-63, 14-64, 13-65, 12-66, 22-57, 23-56, 25-55, 26-54, 27-53, 28-52, 29-51, 30-50, 32-49, 33-48, 34-47, 35-46 REACTIONS.All bearings 45-7-0. (lb) - Max Horz 75=321(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 41, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 57, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42 except 75=-226(LC 4), 74=-150(LC 5) Max Grav All reactions 250 lb or less at joint(s) 41, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 57, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42 except 75=277(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-348/287, 3-4=-287/249, 4-5=-272/253, 13-14=-96/271, 14-15=-72/289, 15-16=-42/251, 16-17=-46/254, 17-18=-48/255, 18-19=-48/255, 19-20=-48/255, 20-21=-48/255, 21-22=-48/255, 22-23=-48/255, 23-25=-48/255, 25-26=-48/255, 26-27=-48/255, 27-28=-48/254, 28-29=-48/254, 29-30=-48/254, 30-31=-47/254, 31-32=-42/251, 32-33=-57/288, 33-34=-54/262 NOTES-(13-16) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) 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) 41, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 57, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42 except (jt=lb) 75=226, 74=150.Continued on page 2 May 1,2019 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 B19901391 Truss GE04 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933861 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:48:37 2019 Page 2 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-em06cI5EfYmxQTn6ECLBZv1_KXkQfioTHd37jRzKuSe NOTES-(13-16) 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 14) BCSI1. 15) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 16) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B19901391 Truss GE05 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933862 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:48:38 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-6yaUpe6tQsuo2dMJovsQ57Z9Rx3dO9wdWHpgGtzKuSd Scale = 1:49.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 4x6 3x4 15-2-8 15-2-8 -1-0-0 1-0-0 7-7-4 7-7-4 15-2-8 7-7-4 16-2-8 1-0-0 1-0-08-7-41-0-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.10 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 94 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. WEBS 1 Row at midpt 8-22 REACTIONS.All bearings 15-2-8. (lb) - Max Horz 28=-204(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-175(LC 4), 16=-138(LC 5), 27=-173(LC 5), 17=-152(LC 4) Max Grav All reactions 250 lb or less at joint(s) 28, 16, 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=175, 16=138, 27=173, 17=152. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss GE06 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933863 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:48:40 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-2KiFEK77yT8WHwWhvKvuAYfPvlcJs2WvzbInKmzKuSb Scale = 1:79.6 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 12 11 2221 13 3x6 4x6 3x6 3x12 5x12 5x12 3x8 3x8 6-2-107-9-8 8-9-8 8-9-8 12-0-0 3-2-8 24-0-0 12-0-0 -1-0-0 1-0-0 6-1-4 6-1-4 12-0-0 5-10-12 17-10-12 5-10-12 24-0-0 6-1-4 25-0-0 1-0-0 1-0-013-0-01-0-012.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [9:0-1-12,0-1-12], [11:0-0-0,0-1-12], [11:0-3-8,Edge], [12:0-6-0,0-3-0], [20:0-3-4,0-0-8], [20:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.53 0.66 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.95 0.02 (loc) 11-12 11-12 11 l/defl >474 >188 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 14-21,21-22,6-22: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 23-24: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-12 JOINTS 1 Brace at Jt(s): 21, 22 REACTIONS.All bearings 9-1-0 except (jt=length) 11=0-3-8, 13=0-3-8. (lb) - Max Horz 20=-307(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 11, 14, 15 except 19=-241(LC 1), 13=-180(LC 2) Max Grav All reactions 250 lb or less at joint(s) 14, 15, 16, 17, 18, 19, 13 except 20=943(LC 1), 11=879(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-804/142, 3-5=-598/190, 5-6=-562/203, 6-8=-630/177, 8-9=-849/158, 2-20=-714/182, 9-11=-760/200 BOT CHORD 19-20=-133/485, 18-19=-133/485, 17-18=-133/485, 16-17=-133/485, 15-16=-133/485, 14-15=-133/485, 13-14=-109/605, 12-13=-109/605, 11-12=0/503 WEBS 12-22=-155/541, 5-22=-156/535, 3-21=-237/254, 12-21=-236/254 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 11, 14, 15 except (jt=lb) 19=241, 13=180. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss GE07 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933864 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:48:41 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-WXGdSg8ljnGNv45tT1Q7jlBdl84HbW13CF1KsCzKuSa Scale = 1:46.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 103x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-0-15 12-0-15 0-0-48-0-108.00 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 0.34 0.16 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10 REACTIONS.All bearings 12-0-15. (lb) - Max Horz 1=230(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 10, 11, 12, 13, 14, 15, 16, 17 Max Grav All reactions 250 lb or less at joint(s) 1, 10, 11, 12, 13, 14, 15, 16, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable 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, 10, 11, 12, 13, 14, 15, 16, 17. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss GE08 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933865 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:48:46 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-tU3WVNCuXJug?r_rGb0IQpuWQ9owGlAoLXl5YQzKuSV Scale = 1:75.0 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 30 31 32 33 34 35 36 3771706968676665646362616059585756 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 383x6 5x6 3x6 3x6 3x6 3x6 3x6 3x4 3x4 5x6 19-10-8 19-10-8 40-6-0 20-7-8 -1-0-0 1-0-0 9-9-0 9-9-0 19-10-8 10-1-8 27-9-0 7-10-8 40-6-0 12-9-0 41-6-0 1-0-0 0-8-08-11-149-2-02-0-00-8-02-0-08-11-148.00 12 Plate Offsets (X,Y)-- [9:0-1-12,0-1-3], [10:0-0-0,0-1-1], [25:0-3-0,Edge], [47:0-3-0,0-0-4], [47:0-0-0,0-1-12], [48:0-1-12,0-0-0], [55:0-2-0,4-3-7], [55:0-0-0,4-2-7], [55:0-0-0,4-2-7] , [62:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.07 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.03 (loc) 37 37 38 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 281 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* 19-54: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 20-53,21-52,22-51,23-50,24-49,26-48: 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.): 10-25. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 19-54, 20-53, 21-52, 22-51, 23-50, 24-49, 26-48 REACTIONS.All bearings 40-6-0. (lb) - Max Horz 71=-206(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 54, 56, 57, 58, 59, 60, 61, 63, 64, 65, 66, 67, 68, 69, 70, 53, 52, 51, 50, 49, 46, 45, 44, 43, 42, 41, 40, 39 except 71=-200(LC 4), 38=-101(LC 7) Max Grav All reactions 250 lb or less at joint(s) 71, 38, 54, 56, 57, 58, 59, 60, 61, 63, 64, 65, 66, 67, 68, 69, 70, 53, 52, 51, 50, 49, 48, 46, 45, 44, 43, 42, 41, 40, 39 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-183/263, 5-6=-99/261, 6-7=-77/284, 7-8=-55/310, 8-9=-33/321, 9-10=-14/282, 10-11=-16/281, 11-12=-17/281, 12-13=-17/281, 13-14=-17/281, 14-15=-17/281, 15-16=-17/281, 16-17=-17/281, 17-19=-17/281, 19-20=-18/284, 20-21=-18/284, 21-22=-18/284, 22-23=-18/284, 23-24=-18/284, 24-25=-17/281, 25-26=-16/278, 26-27=-22/322, 27-29=-21/289, 29-30=-20/254 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) 54, 56, 57, 58, 59, 60, 61, 63, 64, 65, 66, 67, 68, 69, 70, 53, 52, 51, 50, 49, 46, 45, 44, 43, 42, 41, 40, 39 except (jt=lb) 71=200, 38=101.Continued on page 2 May 1,2019 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 B19901391 Truss GE08 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933865 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:48:46 2019 Page 2 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-tU3WVNCuXJug?r_rGb0IQpuWQ9owGlAoLXl5YQzKuSV NOTES-(14-17) 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 71, 56, 57, 58, 59, 60, 61, 63, 64, 65, 66, 67, 68, 69, 70. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 B19901391 Truss GE09 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933866 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:48:47 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-LhduijDWId0Wd?Y1pIXXz0RjuZ9i?EPxaBUf4szKuSU Scale = 1:18.1 1 2 3 4 7 6 5 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-6-13 4-6-13 0-0-43-0-98.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.10 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: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-6-13. (lb) - Max Horz 1=79(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-(8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss GE10 Truss Type GABLE Gable able l Gable COMMON Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933867 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:48:52 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-ieQnlRHf79fpkmR?cr6if48OYafqgINhkTCQl3zKuSP Scale = 1:94.6 1 2 3 4 5 6 7 8 9 11 10 12 13 14 15 27 26 25 24 23 22 21 20 19 17 16 32 30 31 29 28 56 57 58 59 60 18 61 3x8 6x6 8x10 5x8 3x4 5x8 3x6 3x8 5x8 3x6 5x12 4x6 6x6 4x6 4x6 4x6 3x6 4x8 6x8 3x8 3x8 3x8 3x12 0-8-15-0-11 1-5-0 1-5-0 3-2-0 1-9-0 12-4-3 9-2-3 21-6-0 9-1-13 28-7-10 7-1-10 34-5-8 5-9-14 35-9-8 1-4-0 37-5-10 1-8-2 45-7-0 8-1-6 -1-0-0 1-0-0 1-5-0 1-5-0 3-2-0 1-9-0 10-0-12 6-10-12 16-11-8 6-10-12 21-6-0 4-6-8 28-7-10 7-1-10 29-1-10 0-6-0 34-5-8 5-3-14 42-2-0 7-8-8 45-7-0 3-5-0 0-8-011-5-911-11-114-2-111-0-011-11-118.00 12 Plate Offsets (X,Y)-- [2:0-8-7,0-1-8], [2:0-3-13,Edge], [7:0-3-12,0-2-0], [9:Edge,0-1-10], [10:0-1-0,0-1-7], [11:0-1-5,0-0-14], [13:0-4-0,0-1-8], [14:0-2-4,0-1-8], [16:0-3-0,0-3-4], [17:0-3-0,0-1-12], [20:0-2-0,0-1-12], [22:0-2-8,0-2-8], [25:0-2-4,0-3-4], [27:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.88 0.87 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.46 -0.81 0.19 (loc) 22-24 22-24 32 l/defl >932 >531 n/a L/d 240 180 n/a PLATES MT20 Weight: 298 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-23,23-25: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 15-16,5-24,14-17,14-16,25-27,12-28,28-29,29-30,30-31,31-32,20-22: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF No.2 1-6-8 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-1-10 max.): 7-9, 10-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-21, 7-22, 17-29, 9-20 JOINTS 1 Brace at Jt(s): 28, 29, 30 REACTIONS.All bearings 10-1-0 except (jt=length) 2=0-3-8, 18=0-3-8. (lb) - Max Horz 2=328(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 32 except 2=-143(LC 6), 16=-821(LC 10), 17=-229(LC 6) Max Grav All reactions 250 lb or less at joint(s) 16, 32 except 2=1495(LC 1), 17=2649(LC 1), 18=341(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1991/194, 3-4=-3396/403, 4-5=-3565/535, 5-7=-2050/353, 7-8=-1079/282, 8-9=-1081/284, 9-11=-645/190, 11-12=-542/213, 13-14=-217/1167 BOT CHORD 2-27=-300/1423, 24-25=-333/1811, 22-24=-251/1166 WEBS 4-25=-316/215, 8-22=-352/194, 3-27=-770/186, 5-24=-570/288, 7-24=-143/1104, 17-30=-745/270, 14-30=-745/270, 14-31=-196/1015, 16-31=-163/1022, 13-29=-2096/309, 17-29=-2115/315, 10-20=-920/277, 9-10=-839/313, 20-28=-179/1217, 13-28=-180/1224, 9-22=-186/985, 25-27=-326/1507, 3-25=-268/1443, 12-28=-471/135, 28-29=-404/129, 29-30=-377/124, 30-31=-376/127, 31-32=-384/118, 20-22=-139/520, 5-25=-337/1441 NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. Continued on page 2 May 1,2019 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 B19901391 Truss GE10 Truss Type GABLE Gable able l Gable COMMON Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933867 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:48:52 2019 Page 2 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-ieQnlRHf79fpkmR?cr6if48OYafqgINhkTCQl3zKuSP NOTES-(12-15) 9) Bearing at joint(s) 32 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 32 except (jt=lb) 2=143, 16=821, 17=229. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B19901391 Truss GE11 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933868 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:48:53 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-Ar_9zmHHuTngLw0BAZexCHhiU_92Pyeqy7xzIWzKuSO Scale = 1:29.6 1 2 3 4 5 6 11 10 9 8 7 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-4-0 1-4-0 5-0-0 5-0-0 1-6-94-10-98.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.29 0.23 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 5-0-0. (lb) - Max Horz 11=146(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 9 except 11=-128(LC 4), 10=-195(LC 5) Max Grav All reactions 250 lb or less at joint(s) 11, 7, 8, 9, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 9 except (jt=lb) 11=128, 10=195. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss GE12 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933869 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:48:55 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-6D6wOSJXQ41ObEAaH_gPHim08osito97QRQ4MOzKuSM Scale = 1:63.0 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 26 19 20 21 22 23 24 25 3x4 4x6 3x6 3x6 3x8 5x6 3x8 16-2-8 16-2-8 3-11-7 3-11-7 12-0-9 8-1-2 13-0-0 0-11-7 16-2-8 3-2-8 7-2-129-8-410-6-08.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-13], [10:0-1-8,0-0-1], [10:0-0-1,0-2-4], [11:0-4-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.41 0.15 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 117 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* 12-13,9-26: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 10-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-10, 11-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-13, 10-14 JOINTS 1 Brace at Jt(s): 12, 19, 21, 23, 25 REACTIONS.All bearings 16-2-8. (lb) - Max Horz 18=99(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 13, 14, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 18, 13 except 14=322(LC 1), 17=315(LC 1), 16=295(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever 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) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 14, 17, 16. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss PB01 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933870 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:48:56 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-aPgIboK9BO9FCOkmrhBeqwJDkBDycJ8Gf5AduqzKuSL Scale = 1:30.6 2 3 4 5 6 7 8 12 11 10 1 9 3x6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 17-0-0 17-0-0 2-6-0 2-6-0 14-6-0 12-0-0 17-0-0 2-6-0 -0-0-41-5-101-8-00-1-00-1-81-4-68.00 12 Plate Offsets (X,Y)-- [2:0-1-15,0-1-8], [3:0-3-0,Edge], [7:0-3-0,Edge], [8:0-1-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.22 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 3-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-0-0. (lb) - Max Horz 1=-32(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 8, 11, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 2=262(LC 10), 8=262(LC 11), 11=306(LC 11), 12=277(LC 10), 10=277(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 8, 11, 12, 10. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss PB02 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933871 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:48:57 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-2cEgo8KnyiH6qXJyPOitM7sMVbYFLlEQtkvBRHzKuSK Scale = 1:30.6 2 3 4 5 6 7 8 12 11 10 1 9 3x6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 17-0-0 17-0-0 5-6-0 5-6-0 11-6-0 6-0-0 17-0-0 5-6-0 -0-0-43-5-103-8-00-1-00-1-83-4-68.00 12 Plate Offsets (X,Y)-- [2:0-1-15,0-1-8], [4:0-3-0,Edge], [6:0-3-0,Edge], [8:0-1-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.35 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-0-0. (lb) - Max Horz 1=-78(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 11, 12, 10 except 1=-141(LC 10), 9=-141(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 2=357(LC 10), 8=357(LC 11), 11=283(LC 10), 12=259(LC 1), 10=259(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 11, 12, 10 except (jt=lb) 1=141, 9=141. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss PB03 Truss Type GABLE Qty 15 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933872 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:48:59 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-?_LRDqM2UJXq3rTLWpkLSYxl_PEjpf8iL2OHV9zKuSI Scale = 1:36.6 2 3 4 5 6 10 9 8 1 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 17-0-0 17-0-0 8-6-0 8-6-0 17-0-0 8-6-0 -0-0-45-7-125-8-00-1-00-1-88.00 12 Plate Offsets (X,Y)-- [2:0-1-15,0-1-8], [6:0-1-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.16 0.09 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 17-0-0. (lb) - Max Horz 1=-127(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 1=-127(LC 1), 7=-127(LC 1), 10=-108(LC 6), 8=-108(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 9 except 2=311(LC 1), 6=311(LC 1), 10=315(LC 10), 8=315(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except (jt=lb) 1=127, 7=127, 10=108, 8=108. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss PB04 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933873 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:00 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-TBvpRANgEdfgh?2X4XGa_mUtlpaxY6_sZi8r1czKuSH Scale = 1:30.6 2 3 4 5 6 7 8 12 11 10 1 9 3x6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 17-0-0 17-0-0 5-9-0 5-9-0 11-3-0 5-6-0 17-0-0 5-9-0 -0-0-43-7-103-10-00-1-00-1-83-6-68.00 12 Plate Offsets (X,Y)-- [2:0-1-15,0-1-8], [4:0-3-0,Edge], [6:0-3-0,Edge], [8:0-1-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.35 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-0-0. (lb) - Max Horz 1=82(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 11, 12, 10 except 1=-141(LC 10), 9=-141(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 2=360(LC 10), 8=360(LC 11), 11=270(LC 10), 12=256(LC 1), 10=256(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 11, 12, 10 except (jt=lb) 1=141, 9=141. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss PB05 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933874 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:01 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-xNTBeVOI?wnXJ9djeEnpXz0x4CvzHZp?oMtOa2zKuSG Scale = 1:30.6 2 3 4 5 6 7 8 12 11 10 1 9 4x6 4x6 3x6 3x8 3x4 2x4 2x4 2x4 2x4 2x4 17-0-0 17-0-0 5-10-1 5-10-1 14-3-0 8-4-15 17-0-0 2-9-0 -0-0-43-10-71-7-103-10-110-1-00-1-81-6-68.00 12 Plate Offsets (X,Y)-- [4:0-3-1,0-2-4], [7:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.82 0.16 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 17-0-0. (lb) - Max Horz 1=88(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 9, 8, 12, 11, 10 except 1=-358(LC 10), 2=-181(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 8 except 2=602(LC 10), 12=355(LC 1), 11=289(LC 1), 10=279(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-255/87 NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 8, 12, 11, 10 except (jt=lb) 1=358, 2=181. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss PB06 Truss Type GABLE Qty 10 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933875 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:02 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-PZ1ZsrOwmEvOwJCwCyI23BZ67cFP00M910dy6UzKuSF Scale = 1:25.1 2 3 4 6 1 5 4x6 3x8 3x8 2x4 11-8-2 11-8-2 5-10-1 5-10-1 11-8-2 5-10-1 -0-0-43-10-73-10-110-1-00-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.81 0.15 0.07 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: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud 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 11-8-2. (lb) - Max Horz 1=-86(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 1=-349(LC 10), 5=-349(LC 11), 2=-200(LC 6), 4=-187(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 2=598(LC 10), 4=598(LC 11), 6=321(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 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 lb uplift at joint 1, 349 lb uplift at joint 5, 200 lb uplift at joint 2 and 187 lb uplift at joint 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss PB07 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933876 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:03 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-tmbx3BPYXY1FYSn6lfpHcO6Ie0bdlUwIGgMVexzKuSE Scale = 1:22.0 2 3 4 5 6 8 1 7 3x6 3x6 3x8 3x8 2x4 2x4 11-8-2 11-8-2 5-4-13 5-4-13 6-3-5 0-10-8 11-8-2 5-4-13 -0-0-43-4-133-7-30-1-00-1-83-3-98.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [5:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.76 0.15 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-8-2. (lb) - Max Horz 1=77(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 1=-327(LC 10), 7=-327(LC 11), 2=-184(LC 6), 6=-171(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=589(LC 10), 6=589(LC 11), 8=284(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 327 lb uplift at joint 1, 327 lb uplift at joint 7, 184 lb uplift at joint 2 and 171 lb uplift at joint 6. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss PB08 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933877 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:04 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-Ly9KHXQAIrA6AcMIJNKW9ceaIQwoUw6SUK62ANzKuSD Scale = 1:21.1 2 3 4 5 6 8 1 7 3x6 3x6 3x8 3x8 2x4 2x4 11-8-2 11-8-2 2-4-13 2-4-13 9-3-5 6-10-8 11-8-2 2-4-13 -0-0-41-4-131-7-30-1-00-1-81-3-98.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [5:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.31 0.16 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-8-2. (lb) - Max Horz 1=30(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 8 except 1=-143(LC 2), 7=-143(LC 2) Max Grav All reactions 250 lb or less at joint(s) 1 except 2=365(LC 10), 6=365(LC 11), 8=337(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 8 except (jt=lb) 1=143, 7=143. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss PB10 Truss Type Piggyback Qty 3 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933878 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:04 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-Ly9KHXQAIrA6AcMIJNKW9ceaMQvcUwPSUK62ANzKuSD Scale = 1:17.9 1 2 3 4 5 6 4x6 2x4 2x4 2x4 8-0-0 8-0-0 4-0-0 4-0-0 8-0-0 4-0-0 0-4-72-6-80-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.31 0.23 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=153/6-6-2, 4=153/6-6-2, 6=222/6-6-2 Max Horz 2=-52(LC 4) Max Uplift 2=-45(LC 6), 4=-50(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss PB11 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933879 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:05 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-p8jiUtRo39IznmwVt4rlhpBmyqFoDNlbj_rcjpzKuSC Scale = 1:16.7 2 3 4 5 6 8 1 7 3x4 3x4 2x4 2x4 2x4 2x4 8-0-0 8-0-0 3-6-12 3-6-12 4-5-4 0-10-8 8-0-0 3-6-12 -0-0-42-2-22-4-80-1-00-1-82-0-148.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [5:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.26 0.23 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-0-0. (lb) - Max Horz 1=-48(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 2=-115(LC 6), 6=-107(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 8 except 2=269(LC 10), 6=269(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 2=115, 6=107. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss PB12 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933880 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:07 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-mXqSvZS3bmYh144t_VuDmEG5ddzZhGkuAIKinizKuSA Scale = 1:29.0 2 3 4 7 8 5 6 12 11 10 1 9 4x6 4x6 3x6 3x4 3x4 2x4 3x6 3x6 16-1-2 16-1-2 4-0-0 4-0-0 6-4-11 2-4-11 14-5-13 8-1-2 16-1-2 1-7-5 -0-0-42-7-120-10-82-8-00-1-00-1-80-5-128.00 12 Plate Offsets (X,Y)-- [4:0-3-1,0-2-4], [7:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.31 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 4-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 16-1-2. (lb) - Max Horz 1=59(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 12, 11, 10 except 1=-115(LC 10), 9=-122(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 2=269(LC 10), 8=261(LC 11), 12=316(LC 1), 11=288(LC 11), 10=288(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 12, 11, 10 except (jt=lb) 1=115, 9=122. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss PB13 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933881 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:07 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-mXqSvZS3bmYh144t_VuDmEG7wdz7hHluAIKinizKuSA Scale = 1:13.5 2 3 4 1 5 2x4 2x4 2x4 3-2-8 3-2-8-0-0-42-1-112-1-72-0-30-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.16 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=-55/3-2-8, 5=0/3-2-8, 2=188/3-2-8, 4=72/3-2-8 Max Horz 1=55(LC 5) Max Uplift 1=-55(LC 1), 2=-77(LC 6), 4=-12(LC 6) Max Grav 1=60(LC 6), 2=188(LC 1), 4=72(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 4-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 1, 5, 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss PB14 Truss Type Piggyback Qty 4 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933882 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:08 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-EjOq6vThM4gYeEf4YCPSJSpFg1G6QkJ1Py4GK8zKuS9 Scale = 1:26.5 1 2 3 45 6 4x6 2x4 2x4 2x4 8-0-0 8-0-0 4-0-0 4-0-0 8-0-0 4-0-0 0-5-33-10-80-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] 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-P 0.35 0.26 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=169/6-10-10, 4=169/6-10-10, 6=206/6-10-10 Max Horz 2=-83(LC 4) Max Uplift 2=-43(LC 6), 4=-50(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933883 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:09 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-iwyCKFUJ7OoPGNEG6wwhsfLUBRfE9BaBecppsazKuS8 Scale = 1:27.1 2 3 4 5 6 10 9 8 1 7 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-0-0 8-0-0 4-0-0 4-0-0 8-0-0 4-0-0 -0-0-43-11-124-0-00-1-00-1-812.00 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 0.11 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-0-0. (lb) - Max Horz 1=-87(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 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) 1, 2 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 capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 10, 8. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss T02 Truss Type Common Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933884 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:10 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-A6WbXaVxuhwGuXpSgdRwOtuUvrwVuc7KtGZNO1zKuS7 Scale = 1:50.0 1 2 3 4 5 8 7 6 4x6 3x12 3x12 2x4 7-0-0 7-0-0 14-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 14-0-0 7-0-0 15-0-0 1-0-0 1-0-08-0-01-0-012.00 12 Plate Offsets (X,Y)-- [6:0-6-12,0-1-8], [8:0-6-12,0-1-8] 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 0.82 0.33 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.12 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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=569/0-3-8, 6=569/0-3-8 Max Horz 8=-190(LC 4) Max Uplift 8=-77(LC 6), 6=-77(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-496/100, 3-4=-496/100, 2-8=-511/168, 4-6=-511/168 BOT CHORD 7-8=-15/252, 6-7=-15/252 WEBS 3-7=0/304 NOTES-(5-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 5) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933885 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:11 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-eI4zlwVZf?27VhOeDLy9x4RjRECld0jU5wIwwTzKuS6 Scale = 1:56.8 1 2 3 4 5 6 7 8 14 13 12 11 10 9 4x8 6x10 3x12 3x6 3x6 2x4 3x4 3x6 2x4 3x4 3x4 8-10-8 8-10-8 13-10-4 4-11-12 16-10-8 3-0-4 25-5-0 8-6-8 -1-0-0 1-0-0 4-6-8 4-6-8 8-10-8 4-4-0 16-10-8 8-0-0 21-0-8 4-2-0 25-5-0 4-4-8 26-9-0 1-4-0 1-0-09-10-81-4-09-10-812.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-1-12], [5:0-6-4,0-1-0], [14:0-6-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.58 0.58 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.39 0.01 (loc) 13-14 13-14 9 l/defl >999 >419 n/a L/d 240 180 n/a PLATES MT20 Weight: 129 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-13,6-10,2-14,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 5-11 REACTIONS.(lb/size)14=463/0-3-8, 11=1160/0-3-8, 9=377/0-3-8 Max Horz 14=-239(LC 4) Max Uplift 14=-91(LC 6), 11=-53(LC 5), 9=-117(LC 7) Max Grav 14=527(LC 10), 11=1160(LC 1), 9=417(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-440/138, 3-4=-283/173, 6-7=-268/127, 2-14=-441/172, 7-9=-335/176 WEBS 4-13=-32/375, 4-11=-603/115, 5-11=-638/73, 5-10=-33/357 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 11 except (jt=lb) 9=117. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933886 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:12 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-6UeLyGWBQJAz7rzrn2TOTIztDeYzMT_dKa2TTvzKuS5 Scale = 1:56.6 1 2 3 4 5 6 7 13 12 11 10 9 8 4x8 5x12 3x4 3x12 3x6 3x6 2x4 3x4 3x6 2x4 3x4 8-10-8 8-10-8 13-10-4 4-11-12 16-10-8 3-0-4 25-5-0 8-6-8 -1-0-0 1-0-0 4-7-0 4-7-0 8-10-8 4-3-8 16-10-8 8-0-0 21-0-0 4-1-8 25-5-0 4-5-0 1-0-09-10-81-4-09-10-812.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [4:0-6-4,0-1-12], [5:0-8-0,0-0-12], [13:0-6-0,0-0-12], [13:0-0-0,0-1-12] 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 0.57 0.58 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.39 0.01 (loc) 12-13 12-13 8 l/defl >999 >419 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-12,6-9,2-13,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10, 5-10 REACTIONS.(lb/size)13=466/0-3-8, 10=1159/0-3-8, 8=296/0-3-8 Max Horz 13=252(LC 5) Max Uplift 13=-80(LC 6), 10=-67(LC 5), 8=-44(LC 7) Max Grav 13=531(LC 10), 10=1159(LC 1), 8=328(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-444/114, 3-4=-287/151, 6-7=-266/100, 2-13=-444/155 WEBS 4-12=-35/375, 4-10=-601/122, 5-10=-639/82, 5-9=-38/360 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 10, 8. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss T05 Truss Type Piggyback Base Qty 2 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933887 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:13 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-ahCj9cXqAcIql?Y1Lm?d0VW2L2v05wumZEo1?LzKuS4 Scale = 1:56.1 1 2 3 4 5 6 12 11 10 9 8 7 3x4 5x12 4x8 3x4 3x4 3x6 3x6 2x4 3x8 3x4 2x4 3x4 8-10-8 8-10-8 13-10-4 4-11-12 21-0-8 7-2-4 25-5-0 4-4-8 4-6-8 4-6-8 8-10-8 4-4-0 16-10-8 8-0-0 21-0-8 4-2-0 25-5-0 4-4-8 1-0-09-10-81-4-09-10-812.00 12 Plate Offsets (X,Y)-- [3:0-8-0,0-0-12], [4:0-4-8,0-1-4], [5:0-1-4,0-1-8], [6:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.55 0.53 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.44 0.01 (loc) 11-12 11-12 7 l/defl >931 >374 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-11,5-8,1-12,6-7: 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 (10-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9, 4-9, 5-9 REACTIONS.(lb/size)12=344/0-3-8, 9=1283/0-3-8, 7=232/0-3-8 Max Horz 12=235(LC 5) Max Uplift 12=-61(LC 6), 9=-7(LC 6), 7=-65(LC 7) Max Grav 12=398(LC 10), 9=1283(LC 1), 7=282(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-358/138, 3-4=0/252, 5-6=-255/97, 1-12=-310/129 WEBS 3-11=-43/354, 3-9=-650/99, 4-9=-476/80, 5-8=0/252 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 9, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss T09 Truss Type PIGGYBACK BASE Qty 8 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933888 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:14 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-2tl5NyYSxwQhM96DvTWsZj37tS92qE8wnuXaXozKuS3 Scale = 1:87.4 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 122021222324 3x6 6x8 3x6 5x8 4x6 6x16 3x6 3x6 3x8 MT18HS 3x6 2x4 3x6 2x4 4x8 3x6 3x6 3x4 4x6 3x8 8-7-0 8-7-0 16-11-8 8-4-8 25-5-8 8-6-0 33-11-8 8-6-0 39-8-0 5-8-8 45-7-0 5-11-0 -1-0-0 1-0-0 8-7-0 8-7-0 16-11-8 8-4-8 25-5-8 8-6-0 33-11-8 8-6-0 39-8-0 5-8-8 45-7-0 5-11-0 0-8-011-11-114-2-1111-11-118.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-5], [6:0-4-8,0-1-12], [9:0-5-12,0-2-0], [11:0-3-0,0-1-8], [13:0-2-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.95 0.93 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.48 0.15 (loc) 16-17 14-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 234 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6,1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 15-18: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-19,11-12,11-13,10-13: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 5-1-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-16, 7-16, 9-16, 9-14, 11-12, 10-13 REACTIONS.(lb/size)2=2164/0-3-8, 12=2078/0-3-8 Max Horz 2=325(LC 5) Max Uplift 2=-174(LC 6), 12=-107(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3233/356, 4-6=-2525/383, 6-7=-2116/398, 7-9=-2116/399, 9-10=-2035/357, 10-11=-1759/257, 11-12=-2026/254 BOT CHORD 2-19=-341/2573, 17-19=-341/2573, 16-17=-271/2000, 14-16=-143/1617, 13-14=-56/1401 WEBS 4-19=0/388, 4-17=-720/218, 6-17=-24/752, 6-16=-226/364, 7-16=-522/281, 9-16=-215/923, 10-14=-155/458, 11-13=-121/1679, 10-13=-773/138 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=174, 12=107. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss T10 Truss Type PIGGYBACK BASE Qty 2 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933889 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:17 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-TSRE?_aKEroGDcroab3ZALheMfAG1bSMUsmE87zKuS0 Scale = 1:94.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 1716 1533343536373839 3x8 6x6 3x6 5x8 5x6 6x10 3x12 2x4 2x4 6x10 3x8 MT18HS 2x4 2x4 2x4 2x4 5x8 3x6 2x4 2x4 3x4 4x6 4x6 5x12 3x6 2x4 3x6 4x6 3x6 4x6 4x8 3x4 1-8-4 1-8-4 3-2-0 1-5-12 12-4-3 9-2-3 21-6-0 9-1-13 27-6-11 6-0-11 33-7-0 6-0-5 33-11-8 0-4-8 39-0-4 5-0-12 44-1-0 5-0-12 45-7-0 1-6-0 -1-0-0 1-0-0 1-8-4 1-8-4 3-2-0 1-5-12 10-0-12 6-10-12 16-11-8 6-10-12 21-6-0 4-6-8 27-6-11 6-0-11 33-7-0 6-0-5 33-11-8 0-4-8 39-0-4 5-0-12 44-1-0 5-0-12 45-3-8 1-2-8 45-7-0 0-3-8 0-8-011-11-114-2-111-0-011-11-118.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-13], [2:0-8-10,0-1-8], [4:0-2-12,0-1-12], [6:0-2-4,0-2-0], [8:0-3-12,0-2-0], [10:0-2-7,0-1-8], [12:0-5-12,0-2-0], [14:Edge,0-1-12], [19:0-2-4,0-2-0] , [23:0-2-0,0-3-0], [27:0-5-0,0-2-8], [30:0-3-4,Edge], [32:0-3-4,0-1-12] 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 0.93 0.96 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.54 -0.96 0.28 (loc) 27-29 27-29 15 l/defl >999 >571 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 271 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 28-30,27-28: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 5-31,22-24,16-18,6-29,13-19,14-19,14-15,4-32: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-5 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-7-7 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 29-30. WEBS 1 Row at midpt 9-26, 11-25, 14-15 REACTIONS.(lb/size)2=2078/0-3-8, 15=2076/0-3-8 Max Horz 2=325(LC 5) Max Uplift 2=-177(LC 6), 15=-108(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2879/296, 4-5=-4881/561, 5-6=-5031/692, 6-8=-3195/476, 8-9=-2247/404, 9-11=-2249/406, 11-12=-2126/392, 12-13=-2145/371, 13-14=-1989/272, 15-17=-2043/235, 14-17=-2010/259 BOT CHORD 2-32=-350/2110, 29-30=-393/2784, 27-29=-309/2095, 22-23=-155/1712, 21-22=-155/1712, 19-21=-68/1582 WEBS 5-30=-329/212, 9-27=-285/158, 6-29=-628/293, 8-29=-147/1162, 8-27=-208/540, 23-27=-260/2105, 11-27=-103/309, 23-25=0/294, 11-23=-636/283, 13-19=-623/137, 14-19=-126/1731, 12-23=-209/894, 13-21=-159/350, 6-30=-354/1798, 4-32=-1411/248, 30-32=-408/2430, 4-30=-307/2092 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=177, 15=108. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss T11 Truss Type PIGGYBACK BASE Qty 2 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933890 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:18 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-xe?cDJby?9w7rmQ?8JaojYDpP3VRm3uViWVogZzKuS? Scale = 1:93.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 152627282930313233 3x8 6x6 3x6 5x6 3x4 6x10 3x12 2x4 2x4 3x8 5x12 2x4 2x4 3x6 3x6 4x6 4x8 4x8 4x6 4x6 3x6 4x6 4x10 6x10 1-8-4 1-8-4 3-2-0 1-5-12 10-0-12 6-10-12 12-4-3 2-3-7 16-11-8 4-7-5 21-6-0 4-6-8 27-8-15 6-2-15 33-11-8 6-2-9 37-5-10 3-6-2 45-5-4 7-11-10 45-7-0 0-1-12 -1-0-0 1-0-0 1-8-4 1-8-4 3-2-0 1-5-12 10-0-12 6-10-12 16-11-8 6-10-12 21-6-0 4-6-8 27-8-15 6-2-15 33-11-8 6-2-9 42-2-0 8-2-8 45-7-0 3-5-0 0-8-011-11-114-2-111-0-011-11-118.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-13], [2:0-8-10,0-1-8], [4:0-3-0,0-1-12], [6:0-2-4,0-2-0], [8:0-3-12,0-2-0], [12:0-3-12,0-2-0], [13:0-2-12,0-2-0], [15:Edge,0-1-12], [18:0-2-12 ,0-1-12], [20:0-5-0,0-2-8], [23:0-3-4,Edge], [25:0-3-4,0-1-12] 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 0.91 0.96 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.53 -0.94 0.26 (loc) 20-22 20-22 15 l/defl >999 >581 n/a L/d 240 180 n/a PLATES MT20 Weight: 254 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 2-24,17-19: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-24,4-25,14-15,6-22,13-16,13-15: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-5 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-11 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 22-23. WEBS 1 Row at midpt 9-19, 12-16, 13-15, 12-18, 11-18 REACTIONS.(lb/size)2=2055/0-3-8, 15=2077/0-3-8 Max Horz 2=325(LC 5) Max Uplift 2=-177(LC 6), 15=-108(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2845/296, 4-5=-4823/561, 5-6=-4972/692, 6-8=-3147/476, 8-9=-2195/405, 9-11=-2195/407, 11-12=-1943/384, 12-13=-1922/332 BOT CHORD 2-25=-350/2085, 22-23=-393/2743, 20-22=-309/2053, 16-18=-149/1533, 15-16=-70/1054 WEBS 5-23=-329/212, 9-20=-301/165, 18-20=-244/1935, 11-20=-137/538, 4-25=-1393/248, 6-22=-626/293, 8-22=-147/1165, 8-20=-210/512, 13-16=-92/764, 13-15=-2225/266, 12-18=-198/956, 11-18=-827/318, 23-25=-408/2401, 4-23=-307/2067, 6-23=-354/1788 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=177, 15=108. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss T12 Truss Type PIGGYBACK BASE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933891 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:19 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-PrZ_QfcamS2_Tw?Bh051Gmm_6TsnVVVfxAFLC?zKuS_ Scale = 1:102.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 162829303132333435 3x8 6x6 3x6 5x6 3x6 6x10 3x12 2x4 2x4 6x10 3x8 2x4 2x4 3x8 4x6 4x8 4x6 4x6 5x12 3x6 4x10 3x6 4x6 3x6 4x8 1-8-4 1-8-4 3-2-0 1-5-12 12-4-3 9-2-3 21-6-0 9-1-13 27-8-15 6-2-15 37-5-10 9-8-11 45-5-4 7-11-10 50-7-0 5-1-12 -1-0-0 1-0-0 1-8-4 1-8-4 3-2-0 1-5-12 10-0-12 6-10-12 16-11-8 6-10-12 21-6-0 4-6-8 27-8-15 6-2-15 33-11-8 6-2-9 42-2-0 8-2-8 50-7-0 8-5-0 0-8-011-11-110-10-111-0-011-11-118.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-13], [2:0-8-10,0-1-8], [4:0-3-0,0-1-12], [6:0-2-4,0-2-0], [8:0-3-12,0-2-0], [12:0-3-12,0-2-0], [14:0-2-12,0-2-0], [15:0-1-3,0-1-12], [16:Edge,0-3-8] , [16:0-0-0,0-1-12], [20:0-5-0,0-1-8], [22:0-5-0,0-2-8], [25:0-3-4,Edge], [27:0-3-4,0-1-12] 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 0.92 0.96 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.53 -0.95 0.27 (loc) 22-24 22-24 16 l/defl >999 >577 n/a L/d 240 180 n/a PLATES MT20 Weight: 263 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 2-26,19-21: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-26,4-27,6-24,14-18,14-17,15-16: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-5 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-9 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 24-25 6-0-0 oc bracing: 16-17. WEBS 1 Row at midpt 9-21, 11-20, 12-20, 12-18, 14-17 REACTIONS.(lb/size)2=2057/0-3-8, 17=2230/0-3-8, 16=211/0-3-0 Max Horz 2=284(LC 5) Max Uplift 2=-186(LC 6), 16=-156(LC 7) Max Grav 2=2057(LC 1), 17=2230(LC 1), 16=239(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2848/316, 4-5=-4828/582, 5-6=-4978/713, 6-8=-3155/500, 8-9=-2206/430, 9-11=-2207/432, 11-12=-1961/416, 12-14=-1970/405 BOT CHORD 2-27=-306/2087, 24-25=-341/2749, 22-24=-259/2062, 18-20=-99/1551, 17-18=-155/1130 WEBS 5-25=-329/212, 9-22=-299/165, 4-27=-1395/219, 25-27=-358/2404, 4-25=-276/2069, 6-25=-347/1785, 6-24=-626/292, 8-24=-146/1160, 8-22=-221/523, 20-22=-195/1954, 11-22=-133/536, 11-20=-828/314, 12-20=-200/967, 14-18=-116/770, 14-17=-2300/217 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=186, 16=156. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss T13 Truss Type PIGGYBACK BASE Qty 6 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933892 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:21 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-LDglrLdrI4JiiD9ZpR8VLBrKdGYFzP2yOTkRGuzKuRy Scale = 1:102.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 28 27 26 25 24 23 22 21 20 19 18 172930313233343536 3x8 6x6 3x6 5x6 3x6 6x10 3x12 2x4 2x4 6x10 3x8 2x4 2x4 3x8 4x6 4x8 4x6 4x6 5x12 3x6 4x10 3x6 4x6 3x6 4x8 1-8-4 1-8-4 3-2-0 1-5-12 12-4-3 9-2-3 21-6-0 9-1-13 27-8-15 6-2-15 37-5-10 9-8-11 45-5-4 7-11-10 50-7-0 5-1-12 -1-0-0 1-0-0 1-8-4 1-8-4 3-2-0 1-5-12 10-0-12 6-10-12 16-11-8 6-10-12 21-6-0 4-6-8 27-8-15 6-2-15 33-11-8 6-2-9 42-2-0 8-2-8 50-7-0 8-5-0 51-11-0 1-4-0 0-8-011-11-110-10-111-0-011-11-118.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-13], [2:0-8-10,0-1-8], [4:0-3-0,0-1-12], [6:0-2-4,0-2-0], [8:0-3-12,0-2-0], [12:0-3-12,0-2-0], [14:0-2-12,0-2-0], [15:0-1-3,0-1-12], [17:Edge,0-3-8] , [17:0-0-0,0-1-12], [21:0-5-0,0-1-8], [23:0-5-0,0-2-8], [26:0-3-4,Edge], [28:0-3-4,0-1-12] 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 0.91 0.96 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.53 -0.95 0.27 (loc) 23-25 23-25 17 l/defl >999 >577 n/a L/d 240 180 n/a PLATES MT20 Weight: 265 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-7,13-16: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 2-27,20-22: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-27,4-28,6-25,14-19,14-18,15-17: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-5 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-10 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 25-26 6-0-0 oc bracing: 17-18. WEBS 1 Row at midpt 9-22, 11-21, 12-21, 12-19, 14-18 REACTIONS.(lb/size)2=2057/0-3-8, 18=2223/0-3-8, 17=299/0-3-0 Max Horz 2=-282(LC 4) Max Uplift 2=-188(LC 6), 17=-237(LC 7) Max Grav 2=2057(LC 1), 18=2223(LC 1), 17=333(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2848/319, 4-5=-4827/553, 5-6=-4976/683, 6-8=-3154/497, 8-9=-2205/430, 9-11=-2206/432, 11-12=-1960/420, 12-14=-1968/414, 14-15=-199/256, 15-17=-326/264 BOT CHORD 2-28=-293/2087, 25-26=-324/2748, 23-25=-244/2061, 19-21=-83/1550, 18-19=-123/1127 WEBS 5-26=-329/212, 9-23=-299/165, 4-28=-1395/210, 26-28=-342/2403, 4-26=-266/2069, 6-26=-337/1785, 6-25=-626/290, 8-25=-145/1160, 8-23=-224/524, 21-23=-179/1953, 11-23=-132/537, 11-21=-829/313, 12-21=-201/970, 14-19=-123/778, 14-18=-2292/187 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=188, 17=237. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss T14 Truss Type PIGGYBACK BASE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933893 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:23 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-IcoVG1f5qhZQyXJywsAzQcxhB4E8RJJFsnDYKmzKuRw Scale = 1:87.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 16 152728293031 17 32 33 34 3x8 6x6 6x10 5x8 3x4 5x8 3x8 2x4 2x4 3x8 5x8 2x4 2x4 3x6 4x6 4x6 4x6 4x6 4x6 3x6 6x6 6x8 4x10 1-8-4 1-8-4 3-2-0 1-5-12 12-4-3 9-2-3 21-6-0 9-1-13 27-8-15 6-2-15 28-5-2 0-8-3 28-7-10 0-2-8 35-9-8 7-1-14 37-5-10 1-8-2 45-5-4 7-11-10 45-7-0 0-1-12 -1-0-0 1-0-0 1-8-4 1-8-4 3-2-0 1-5-12 10-0-12 6-10-12 16-11-8 6-10-12 21-6-0 4-6-8 27-8-15 6-2-15 28-7-10 0-10-11 28-10-10 0-3-0 34-2-8 5-3-14 42-2-0 7-11-8 45-7-0 3-5-0 0-8-011-7-911-11-114-2-111-0-011-11-118.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [8:0-3-12,0-2-0], [10:0-4-9,0-1-2], [11:0-1-0,0-1-7], [12:0-3-8,0-1-0], [13:0-2-8,0-1-8], [15:0-3-0,0-3-4], [16:0-3-0,0-1-12], [19:0-2-4,0-1-8], [21:0-2-8,0-2-8], [24:0-2-4,Edge], [26:0-2-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.85 0.87 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.45 -0.80 0.16 (loc) 21-23 21-23 17 l/defl >941 >536 n/a L/d 240 180 n/a PLATES MT20 Weight: 254 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-11: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 21-22,22-24: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 5-25,12-16,4-24: 2x4 SPF 2100F 1.8E 4-26,14-15,6-23,13-16,13-15,24-26,19-21: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-5 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-3-3 max.): 8-10, 11-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-20, 8-21, 13-16, 12-16, 10-19 REACTIONS.All bearings 0-3-8 except (jt=length) 16=10-1-0, 15=10-1-0. (lb) - Max Horz 2=326(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 2=-139(LC 6), 16=-235(LC 6), 15=-719(LC 10) Max Grav All reactions 250 lb or less at joint(s) 15 except 2=1472(LC 1), 16=2933(LC 1), 17=257(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1976/197, 4-5=-3301/388, 5-6=-3514/525, 6-8=-2007/344, 8-9=-1034/272, 9-10=-1038/274, 11-12=-504/211, 12-13=-176/1052 BOT CHORD 2-26=-307/1437, 23-24=-331/1774, 21-23=-249/1131, 15-16=-436/100 WEBS 5-24=-364/222, 9-21=-342/190, 4-26=-926/213, 8-21=-257/104, 10-21=-184/992, 6-23=-568/288, 8-23=-143/1102, 13-16=-720/254, 13-15=-168/970, 12-16=-2284/336, 10-19=-1175/330, 12-19=-235/1496, 24-26=-345/1571, 4-24=-265/1424, 19-21=-138/474, 6-24=-340/1433 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 lb uplift at joint 2, 235 lb uplift at joint 16 and 719 lb uplift at joint 15. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 May 1,2019 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 B19901391 Truss T14 Truss Type PIGGYBACK BASE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933893 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:23 2019 Page 2 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-IcoVG1f5qhZQyXJywsAzQcxhB4E8RJJFsnDYKmzKuRw 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B19901391 Truss T15 Truss Type PIGGYBACK BASE Qty 4 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933894 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:24 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-moMtTNfjb?hHZht8UZhCypTq4UasAqzO5Ry5tDzKuRv Scale = 1:71.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 1016171819 3x6 5x6 5x6 6x8 3x4 3x4 3x6 3x4 2x4 3x8 3x4 4x8 2x4 5x6 3x16 MT18HS 8-7-0 8-7-0 16-11-8 8-4-8 28-7-10 11-8-2 35-9-0 7-1-6 -1-0-0 1-0-0 8-7-0 8-7-0 16-11-8 8-4-8 22-9-9 5-10-1 28-7-10 5-10-1 35-9-0 7-1-6 0-8-011-11-117-2-1211-11-118.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-2-13], [4:0-1-8,0-1-8], [6:0-3-0,0-2-3], [8:0-3-12,0-2-0], [9:Edge,0-1-12], [11:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.96 0.83 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.62 -1.05 0.07 (loc) 11-13 11-13 10 l/defl >685 >406 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 184 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-15,9-10: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 5-1-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-11-3 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 7-13, 7-11, 9-10 REACTIONS.(lb/size)2=1690/0-3-8, 10=1694/0-3-0 Max Horz 2=362(LC 5) Max Uplift 2=-154(LC 6), 10=-79(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2413/269, 4-6=-1716/285, 6-7=-1319/294, 7-8=-862/246, 8-9=-1133/231, 9-10=-1587/211 BOT CHORD 2-15=-309/1904, 13-15=-309/1904, 11-13=-226/1167 WEBS 4-15=0/363, 4-13=-729/226, 6-13=-1/512, 7-13=-40/373, 7-11=-744/218, 8-11=0/330, 9-11=-116/1187 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 lb uplift at joint 2 and 79 lb uplift at joint 10. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss T16 Truss Type PIGGYBACK BASE Qty 6 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933895 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:25 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-E?wGhjgLMIp7BrSL2HCRV100duukuCrXJ5iePfzKuRu Scale = 1:84.9 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12222324 3x6 5x6 5x6 5x8 2x4 3x6 2x4 2x4 3x16 MT18HS4x6 3x4 4x8 5x12 3x4 4x8 2x4 5x6 4x10 3x8 5x12 0-11-4 0-11-4 2-2-0 1-2-12 8-5-12 6-3-12 14-9-8 6-3-12 16-11-8 2-2-0 28-7-10 11-8-2 35-9-0 7-1-6 -1-0-0 1-0-0 0-11-4 0-11-4 2-2-0 1-2-12 8-5-12 6-3-12 14-9-8 6-3-12 16-11-8 2-2-0 22-9-9 5-10-1 28-7-10 5-10-1 35-9-0 7-1-6 0-8-011-11-117-2-120-8-011-11-118.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-1-12], [5:0-1-8,0-1-8], [8:0-3-8,0-1-12], [10:0-3-12,0-2-0], [11:Edge,0-1-12], [13:0-2-0,0-2-0], [15:0-2-12,0-2-0], [17:0-5-4,0-2-8], [19:0-7-12 ,0-3-0], [21:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.91 0.99 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.59 -1.06 0.18 (loc) 13-15 13-15 12 l/defl >720 >403 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 212 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-20,4-18,5-18,15-17,11-12,3-21,19-21,3-19: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 0-11-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-5 max.): 8-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-16, 4-18, 5-17, 8-15, 9-15, 9-13, 11-12 REACTIONS.(lb/size)2=1482/0-3-8, 12=1628/0-3-0 Max Horz 2=361(LC 5) Max Uplift 2=-155(LC 6), 12=-79(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1835/186, 3-4=-3353/433, 4-5=-2279/287, 5-7=-1757/308, 7-8=-1705/412, 8-9=-1215/290, 9-10=-816/246, 10-11=-1079/232, 11-12=-1511/212 BOT CHORD 2-21=-313/1198, 18-19=-660/2971, 17-18=-339/1829, 13-15=-228/1099 WEBS 4-19=-114/541, 7-17=-255/184, 4-18=-1155/339, 5-18=0/403, 5-17=-598/176, 15-17=-219/1280, 8-17=-314/816, 9-15=-24/291, 9-13=-693/219, 10-13=0/305, 11-13=-118/1122, 3-21=-757/206, 19-21=-348/1272, 3-19=-333/1672 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 lb uplift at joint 2 and 79 lb uplift at joint 12. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss T17 Truss Type PIGGYBACK BASE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933896 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:27 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-AN205Oictw3rQ9cj9iFvaS5Q9hhPMBsqnPBlTXzKuRs Scale = 1:76.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x8 5x8 3x6 5x8 3x6 2x4 3x4 2x4 3x4 2x4 4x8 4x6 5x8 3x4 3x4 4x6 3x6 7-5-12 7-5-12 14-9-0 7-3-4 22-9-9 8-0-9 30-10-2 8-0-9 35-9-0 4-10-14 -1-0-0 1-0-0 7-5-12 7-5-12 14-9-0 7-3-4 22-9-9 8-0-9 30-10-2 8-0-9 35-9-0 4-10-14 0-8-010-6-07-2-1210-6-08.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [4:0-1-8,0-1-8], [6:0-5-8,0-1-12], [9:0-6-4,0-2-4], [10:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.66 0.52 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.25 0.07 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 186 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* 4-17,10-11: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 4-5-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-8 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-14, 7-14, 9-12, 10-11 REACTIONS.(lb/size)11=1317/0-3-0, 2=1372/0-3-8 Max Horz 2=327(LC 5) Max Uplift 11=-105(LC 5), 2=-147(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1935/272, 4-6=-1478/295, 6-7=-1104/298, 7-9=-1104/298, 9-10=-738/216, 10-11=-1282/215 BOT CHORD 2-17=-339/1514, 15-17=-339/1514, 14-15=-280/1140, 12-14=-142/553 WEBS 4-17=0/297, 4-15=-469/189, 6-15=-17/501, 7-14=-499/266, 9-14=-216/909, 9-12=-657/227, 10-12=-165/972 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 11 and 147 lb uplift at joint 2. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss T18 Truss Type PIGGYBACK BASE Qty 3 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933897 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:29 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-6m9mW4jsPXJZgSm6H7HNftAlZVFeq1z7EjgsYQzKuRq Scale = 1:79.9 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 3x6 5x6 5x8 3x6 5x12 3x4 3x4 3x6 2x4 3x6 3x6 3x6 2x4 5x8 3x6 3x6 2x4 4x8 3x4 3x4 10-0-8 10-0-8 19-6-8 9-6-0 19-10-8 0-4-0 26-8-3 6-9-11 33-5-13 6-9-11 40-6-0 7-0-3 -1-0-0 1-0-0 7-5-12 7-5-12 14-9-0 7-3-4 19-10-8 5-1-8 22-9-0 2-10-8 31-6-4 8-9-4 40-6-0 8-11-12 41-6-0 1-0-0 0-8-010-6-012-6-00-8-02-0-012-6-08.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-1], [6:0-3-12,0-2-0], [8:0-5-12,0-2-0], [12:0-3-13,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-SH 0.66 0.99 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.73 0.02 (loc) 18-20 18-20 18 l/defl >823 >329 n/a L/d 240 180 n/a PLATES MT20 Weight: 199 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* 4-20,10-16,10-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 4-5-3, Right 2x4 SPF-S Stud 5-3-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 18-20. WEBS 1 Row at midpt 7-17, 6-18, 8-17 REACTIONS.(lb/size)2=761/0-3-8, 18=1569/0-3-8, 12=778/0-3-8 Max Horz 2=-280(LC 4) Max Uplift 2=-190(LC 6), 12=-259(LC 7) Max Grav 2=773(LC 10), 18=1569(LC 1), 12=779(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-894/338, 4-6=-734/400, 6-7=-10/385, 7-8=-11/386, 8-10=-498/430, 10-12=-940/352 BOT CHORD 2-20=-160/671, 14-16=-183/617, 12-14=-162/669 WEBS 17-18=0/740, 4-20=-367/241, 6-20=-89/624, 6-18=-629/120, 8-17=-700/16, 8-16=-107/608, 10-16=-540/249, 10-14=0/292 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 2 and 259 lb uplift at joint 12. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss T19 Truss Type HIP Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933898 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:30 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-ayj9kQkUArRQHcLIrqocC4jw7vedZZtGTNPP4szKuRp Scale = 1:87.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 20 19 18 17 16 15 21 22 23 24 25 3x6 5x6 5x6 3x6 3x6 5x8 2x4 3x6 4x6 2x4 2x4 3x6 6x16 2x4 5x8 3x4 3x4 4x8 3x4 3x4 10-0-8 10-0-8 19-6-8 9-6-0 19-10-8 0-4-0 28-2-11 8-4-3 34-3-1 6-0-7 40-6-0 6-2-15 -1-0-0 1-0-0 7-9-2 7-9-2 15-3-12 7-6-10 19-10-8 4-6-12 22-2-4 2-3-12 28-2-11 6-0-7 34-3-1 6-0-7 40-6-0 6-2-15 41-6-0 1-0-0 0-8-010-8-612-10-80-8-02-0-012-8-68.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-2-11], [6:0-3-0,0-1-12], [8:0-3-0,0-1-12], [13:0-3-13,Edge], [18:Edge,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-SH 0.67 0.81 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.44 -0.78 0.03 (loc) 18-20 18-20 13 l/defl >545 >308 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 16-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-20,11-16,11-15: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 4-7-4, Right 2x4 SPF-S Stud 3-8-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-17, 6-18, 8-17, 8-16, 9-16 REACTIONS.(lb/size)18=1987/0-3-8, 2=896/0-3-8, 13=807/0-3-8 Max Horz 2=-287(LC 4) Max Uplift 2=-193(LC 6), 13=-263(LC 7) Max Grav 18=1987(LC 1), 2=910(LC 10), 13=807(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1104/342, 4-6=-957/418, 6-7=-9/391, 7-8=-10/392, 8-9=-675/531, 9-11=-670/381, 11-13=-991/367 BOT CHORD 2-20=-161/839, 18-20=-70/268, 15-16=-200/749, 13-15=-200/749 WEBS 17-18=0/911, 4-20=-372/249, 6-20=-107/948, 6-18=-789/124, 8-17=-758/10, 8-16=-218/962, 9-16=-341/223, 11-16=-330/135 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 193 lb uplift at joint 2 and 263 lb uplift at joint 13. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss T20 Truss Type HIP Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933899 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:32 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-XLrv96mkiSh8XwVhyFq4HVoF3iH41V3ZwhuW9lzKuRn Scale = 1:73.4 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 3x6 5x6 5x6 3x6 3x6 5x12 2x4 2x4 3x6 3x6 2x4 4x8 2x4 5x12 3x4 3x4 5x12 3x4 3x4 10-0-8 10-0-8 19-6-8 9-6-0 19-10-8 0-4-0 30-1-0 10-2-8 40-6-0 10-5-0 -1-0-0 1-0-0 6-3-2 6-3-2 12-3-12 6-0-10 19-10-8 7-6-12 25-2-4 5-3-12 32-8-14 7-6-10 40-6-0 7-9-2 41-6-0 1-0-0 0-8-08-8-610-10-80-8-02-0-010-8-68.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-1], [6:0-3-0,0-1-12], [8:0-3-0,0-1-12], [12:0-0-0,0-2-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.71 1.00 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.76 0.02 (loc) 14-16 14-16 12 l/defl >811 >325 n/a L/d 240 180 n/a PLATES MT20 Weight: 190 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-19,10-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 3-8-7, Right 2x4 SPF-S Stud 4-7-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-16, 6-17, 8-17 REACTIONS.(lb/size)17=1698/0-3-8, 2=686/0-3-8, 12=718/0-3-8 Max Horz 2=-239(LC 4) Max Uplift 17=-78(LC 5), 2=-122(LC 6), 12=-160(LC 7) Max Grav 17=1698(LC 1), 2=701(LC 10), 12=738(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-796/179, 4-6=-587/185, 8-10=-661/272, 10-12=-823/203 BOT CHORD 2-19=-153/599, 17-19=-96/289, 12-14=-53/611 WEBS 7-17=-410/222, 4-19=-289/194, 6-19=-12/552, 6-17=-732/91, 8-17=-681/97, 8-14=-120/628, 10-14=-385/250 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 17, 122 lb uplift at joint 2 and 160 lb uplift at joint 12. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss T21 Truss Type COMMON Qty 4 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933900 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:34 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-TjzfZon?E3xsmDe34gtYMwudpW?xVOSsO?NdDezKuRl Scale = 1:80.1 1 2 3 4 5 6 7 8 9 12 11 1013141516 3x6 4x6 3x6 5x12 6x16 2x4 2x4 5x12 12-0-0 12-0-0 24-0-0 12-0-0 -1-0-0 1-0-0 6-1-4 6-1-4 12-0-0 5-10-12 17-10-12 5-10-12 24-0-0 6-1-4 25-0-0 1-0-0 1-0-013-0-01-0-012.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [8:0-1-12,0-1-12], [10:0-0-0,0-1-12], [10:0-3-8,Edge], [12:0-0-0,0-1-12] 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 0.63 0.85 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.43 -0.87 0.02 (loc) 10-11 10-11 10 l/defl >661 >327 n/a L/d 240 180 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-12,8-10: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-11, 3-11 REACTIONS.(lb/size)12=1151/0-3-8, 10=1151/0-3-8 Max Horz 12=-307(LC 4) Max Uplift 12=-105(LC 6), 10=-105(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1123/175, 3-5=-911/223, 5-7=-911/223, 7-8=-1123/175, 2-12=-947/208, 8-10=-947/208 BOT CHORD 11-12=-127/703, 10-11=-4/703 WEBS 5-11=-181/807, 7-11=-230/253, 3-11=-230/252 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 12 and 105 lb uplift at joint 10. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss T22 Truss Type COMMON Qty 3 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933901 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:35 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-xwX2n8od?N3jONDGdNOnv8QnZwMiErm0df7Am4zKuRk Scale = 1:80.1 1 2 3 4 5 6 7 8 11 10 912131415 3x6 4x6 3x6 4x6 6x16 2x4 2x4 4x6 4x6 4x6 12-0-0 12-0-0 24-0-0 12-0-0 6-1-4 6-1-4 12-0-0 5-10-12 17-10-12 5-10-12 24-0-0 6-1-4 25-0-0 1-0-0 1-0-013-0-01-0-012.00 12 Plate Offsets (X,Y)-- [1:0-1-10,0-1-8], [7:0-1-10,0-1-8], [9:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.69 0.82 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.43 -0.87 0.02 (loc) 9-10 9-10 9 l/defl >657 >327 n/a L/d 240 180 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 1-11,7-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-10, 2-10 REACTIONS.(lb/size)9=1152/0-3-8, 11=1082/0-3-8 Max Horz 11=-322(LC 4) Max Uplift 9=-107(LC 7), 11=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1108/174, 2-4=-898/222, 4-6=-897/222, 6-7=-1107/174, 1-11=-869/163, 7-9=-943/210 BOT CHORD 10-11=-128/697, 9-10=-2/689 WEBS 4-10=-180/787, 6-10=-223/250, 2-10=-234/254 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 9 and 72 lb uplift at joint 11. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss T23 Truss Type Common Qty 2 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933902 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:36 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-P64Q_TpFmhCa?XoSB5v0SLzyFJh9zI59rJskIWzKuRj Scale = 1:80.1 1 2 3 4 5 6 7 8 11 10 912131415 3x6 4x6 3x6 6x16 6x16 2x4 2x4 5x12 11-8-8 11-8-8 23-8-8 12-0-0 5-9-12 5-9-12 11-8-8 5-10-12 17-7-4 5-10-12 23-8-8 6-1-4 24-8-8 1-0-0 1-3-813-0-01-0-012.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-12], [7:0-1-12,0-1-12], [9:0-0-0,0-1-12], [9:0-3-8,Edge], [11:0-0-0,0-1-12], [11:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.70 0.80 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.49 -0.99 0.02 (loc) 9-10 9-10 9 l/defl >576 >285 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 1-11,7-9: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10, 6-10 REACTIONS.(lb/size)11=1080/Mechanical, 9=1140/0-3-8 Max Horz 11=-324(LC 4) Max Uplift 11=-72(LC 7), 9=-104(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1087/173, 2-4=-884/220, 4-6=-889/221, 6-7=-1102/174, 1-11=-863/160, 7-9=-930/206 BOT CHORD 10-11=-131/674, 9-10=-4/690 WEBS 2-10=-211/251, 4-10=-178/769, 6-10=-232/253 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 11 and 104 lb uplift at joint 9. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss T24 Truss Type Common Qty 3 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933903 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:36 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-P64Q_TpFmhCa?XoSB5v0SLzx6JhrzHr9rJskIWzKuRj Scale = 1:80.1 1 2 3 4 5 6 7 10 9 811121314 3x6 4x6 3x6 8x16 2x4 6x16 2x4 4x10 11-8-8 11-8-8 23-10-8 12-2-0 5-11-8 5-11-8 11-8-8 5-9-0 17-8-4 5-11-12 23-10-8 6-2-4 1-3-813-0-00-10-012.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-12], [7:0-1-12,0-1-12], [8:0-0-0,0-1-12], [8:0-3-8,Edge], [10:0-0-0,0-1-12], [10:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.71 0.82 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.50 -1.04 0.02 (loc) 8-9 8-9 8 l/defl >567 >271 n/a L/d 240 180 n/a PLATES MT20 Weight: 102 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 1-10,7-8: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 6-9 REACTIONS.(lb/size)10=1092/Mechanical, 8=1081/0-5-8 Max Horz 10=-306(LC 4) Max Uplift 10=-73(LC 7), 8=-71(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1099/173, 2-4=-895/224, 4-6=-910/222, 6-7=-1128/176, 1-10=-873/161, 7-8=-874/165 BOT CHORD 9-10=-138/681, 8-9=-28/721 WEBS 2-9=-213/252, 4-9=-184/799, 6-9=-256/260 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 10 and 71 lb uplift at joint 8. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 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 B19901391 Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 FISCHER TLR-016 Job Reference (optional) I36933904 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed May 1 11:51:52 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-qjvUIgf__lCxiKA0FefgfCiSxKsNKur3xZsRQzzKtXL Scale = 1:83.2 1 2 3 4 5 6 9 8 7101112131415 3x6 4x8 3x4 12x12 4x8 4x6 3x8 2x4 12x12 4-4-6 4-4-6 8-7-7 4-3-1 14-0-0 5-4-9 4-4-6 4-4-6 8-7-7 4-3-1 12-10-8 4-3-1 14-0-0 1-1-8 1-0-013-10-812-9-012.00 12 Plate Offsets (X,Y)-- [1:0-0-2,0-0-1], [1:0-3-8,0-1-10], [1:Edge,0-4-5], [2:0-1-4,0-1-12], [5:0-2-4,0-2-0], [7:Edge,0-2-4], [8:0-4-0,0-6-0], [9:0-5-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.47 0.47 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.18 0.01 (loc) 8-9 8-9 7 l/defl >999 >914 n/a L/d 240 180 n/a PLATES MT20 Weight: 268 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-8: 2x4 SPF-S Stud, 5-8,5-7: 2x4 SPF 2100F 1.8E WEDGE Left: 2x10 SP 2400F 2.0E BRACING- TOP CHORD Sheathed or 4-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS.(lb/size)1=6626/0-3-8, 7=6739/0-3-8 Max Horz 1=462(LC 12) Max Uplift 1=-394(LC 3), 7=-615(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7164/485, 2-3=-4139/369, 3-4=-3977/371, 4-5=-4134/484, 5-6=-225/287, 6-7=-228/282 BOT CHORD 1-10=-525/4670, 10-11=-525/4670, 9-11=-525/4670, 9-12=-525/4670, 12-13=-525/4670, 8-13=-525/4670, 8-14=-147/379, 14-15=-147/379, 7-15=-147/379 WEBS 2-9=-272/4298, 2-8=-2742/320, 5-8=-836/8186, 5-7=-4999/713 NOTES-(8-11) 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 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=394, 7=615. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2058 lb down and 137 lb up at 2-0-12, 2058 lb down and 137 lb up at 4-0-12, 2058 lb down and 137 lb up at 6-0-12, 2058 lb down and 137 lb up at 8-0-12, and 2058 lb down and 137 lb up at 10-0-12, and 2058 lb down and 137 lb up at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 May 1,2019 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 B19901391 Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 FISCHER TLR-016 Job Reference (optional) I36933904 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed May 1 11:51:52 2019 Page 2 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-qjvUIgf__lCxiKA0FefgfCiSxKsNKur3xZsRQzzKtXL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-54, 5-6=-54, 1-7=-20 Concentrated Loads (lb) Vert: 10=-2058 11=-2058 12=-2058 13=-2058 14=-2058 15=-2058 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B19901391 Truss TG03 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933905 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:38 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-LVCAP9qVIISHFryrJWxUXm2H67NZR7uSJdLqMPzKuRh Scale = 1:79.2 1 2 3 4 5 6 7 8 9 10 11181716 15 14 13 12 19 20 3x6 5x6 6x6 3x6 3x6 5x8 2x4 4x6 3x6 2x4 6x8 4x6 5x6 3x6 5x8 3x4 3x4 4x8 10-0-8 10-0-8 14-9-0 4-8-8 19-6-8 4-9-8 19-10-8 0-4-0 22-9-0 2-10-8 26-8-3 3-11-3 33-5-13 6-9-11 40-6-0 7-0-3 -1-0-0 1-0-0 7-5-12 7-5-12 14-9-0 7-3-4 22-9-0 8-0-0 31-6-4 8-9-4 40-6-0 8-11-12 0-8-010-6-012-6-00-8-02-0-012-6-08.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [6:0-3-12,0-2-0], [8:0-4-4,0-2-0], [10:0-2-12,0-2-4], [12:0-3-13,0-0-0], [16:Edge,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.74 0.81 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.69 0.03 (loc) 16-18 16-18 11 l/defl >869 >348 n/a L/d 240 180 n/a PLATES MT20 Weight: 220 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 13-15: 2x6 SPF No.2, 2-17: 2x4 SPF 2100F 1.8E 11-13: 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-18,10-14,10-12: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 4-5-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-5-2 oc bracing: 11-12. WEBS 1 Row at midpt 7-15, 6-16, 10-14, 8-15 REACTIONS.(lb/size)16=1906/0-3-8, 2=742/0-3-8, 11=2516/0-3-8 Max Horz 2=-271(LC 3) Max Uplift 16=-29(LC 4), 2=-187(LC 13), 11=-351(LC 6) Max Grav 16=1906(LC 1), 2=756(LC 9), 11=2517(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-867/279, 4-6=-707/332, 6-7=-15/367, 7-8=-16/369, 8-10=-709/427, 10-11=-2225/443 BOT CHORD 2-18=-163/648, 12-14=-241/1276, 11-12=-256/1729 WEBS 15-16=-19/1052, 4-18=-365/241, 6-18=-87/630, 6-16=-649/122, 10-14=-1322/317, 10-12=-48/1468, 8-14=-144/1050, 8-15=-999/50 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 16, 187 lb uplift at joint 2 and 351 lb uplift at joint 11. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1061 lb down and 83 lb up at 36-5-4, and 1061 lb down and 83 lb up at 38-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 May 1,2019 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 B19901391 Truss TG03 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933905 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:38 2019 Page 2 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-LVCAP9qVIISHFryrJWxUXm2H67NZR7uSJdLqMPzKuRh LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-54, 6-8=-54, 8-11=-54, 2-16=-20, 11-15=-20 Concentrated Loads (lb) Vert: 19=-1061(F) 20=-1061(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901391 Truss V01 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-016 Job Reference (optional) I36933906 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed May 1 10:49:39 2019 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-qhmYdVr73ca8s?X1sDSj3_bZNXsRAlZbXH5OvrzKuRg Scale = 1:31.5 1 2 3 4 7 6 5 3x4 3x4 3x4 2x4 2x4 2x4 -1-4-0 1-4-0 5-0-0 5-0-0 1-8-95-0-98.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.32 0.25 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=82/5-0-0, 5=121/5-0-0, 6=226/5-0-0 Max Horz 7=150(LC 5) Max Uplift 7=-166(LC 4), 5=-28(LC 5), 6=-227(LC 6) Max Grav 7=230(LC 5), 5=121(LC 1), 6=226(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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 166 lb uplift at joint 7, 28 lb uplift at joint 5 and 227 lb uplift at joint 6. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 1,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths