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HomeMy WebLinkAboutTLR-024 Seal Truss DrawingsRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Pages or sheets covered by this seal: I35617011 thru I35617065 My license renewal date for the state of Indiana is July 31, 2020. B18803712 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-024 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. December 18,2018 Liu, Xuegang Job B18803712 Truss GE01 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617011 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 13:49:10 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-1Vu__6_aUa1edwWX?2ePmg6ZSyaRcw9i7D_C3cy7j?7 Scale = 1:35.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 3x6 4x6 3x6 14-5-12 14-5-12 -1-4-0 1-4-0 7-2-14 7-2-14 14-5-12 7-2-14 15-9-12 1-4-0 0-10-115-8-100-10-118.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.14 0.04 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 15 14-15 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-5-12. (lb) - Max Horz 26=-136(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 26, 16, 22, 23, 24, 25, 20, 19, 18, 17 Max Grav All reactions 250 lb or less at joint(s) 26, 16, 21, 22, 23, 24, 25, 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) 26, 16, 22, 23, 24, 25, 20, 19, 18, 17. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss GE02 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617012 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:22 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-f6pwZzNeEIdtw3DxERoH24kz4VWTIClQDj3Jk_y7mYl Scale = 1:49.7 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss GE03 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617013 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:24 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-cUxg_fOumvtbAMMKLsql8VqBRJ5?m6?jg1YQpty7mYj Scale = 1:58.9 1 2 3 4 5 6 7 8 22 21 20 1817 16 15 14 13 12 11 10 919 4x6 5x12 3x12 3x6 3x8 3x6 2-7-1315-0-08-10-8 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)-- [4:0-4-4,0-1-12], [5:0-8-0,0-0-12], [22:0-6-12,0-1-8], [25:0-1-9,0-1-0], [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 0.72 0.53 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.39 0.01 (loc) 21-22 21-22 9 l/defl >999 >419 n/a L/d 240 180 n/a PLATES MT20 Weight: 196 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* 3-21,6-16,2-22,7-9: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 21-22. WEBS 1 Row at midpt 4-21, 5-16 REACTIONS.All bearings 11-8-8 except (jt=length) 22=0-3-8, 19=0-3-8. (lb) - Max Horz 22=-239(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 16, 18, 10 except 22=-106(LC 6), 9=-108(LC 7) Max Grav All reactions 250 lb or less at joint(s) 18, 17, 15, 14, 13, 12, 11, 10, 19 except 22=639(LC 10), 16=947(LC 1), 9=321(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-580/160, 3-4=-423/195, 2-22=-548/189 BOT CHORD 21-22=-185/335 WEBS 5-21=-93/492, 5-16=-811/138 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) 16, 18, 10 except (jt=lb) 22=106, 9=108. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss GE04 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617014 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:27 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-03cpcgRm3qFA1q5u1_OSl7SoIWDkzXZ9M?m4PCy7mYg Scale = 1:83.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 222324 25 26 27 28 2930 31 32 33 34 35 36 37 38 39 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 40 3x4 3x4 3x6 3x6 3x6 3x4 3x4 5x6 5x6 3x6 45-7-0 45-7-0 -1-4-0 1-4-0 16-3-8 16-3-8 34-3-8 18-0-0 45-7-0 11-3-8 0-10-1111-6-1411-9-04-2-1111-6-148.00 12 Plate Offsets (X,Y)-- [9:0-1-14,Edge], [15:0-3-0,0-1-13], [30:0-3-0,Edge], [52:0-3-0,0-3-0], [63:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.36 0.15 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 1 1 40 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 426 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* 11-67,10-68,8-69,7-70,6-71,5-72,4-73,3-74,35-44,36-43,37-42,38-41: 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.): 15-30. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 15-62, 14-64, 13-65, 12-66, 16-61, 17-60, 18-59, 19-58, 20-57, 21-56, 22-55, 24-54, 25-53, 26-52, 27-51, 28-50, 29-49, 31-48, 32-47, 33-46, 34-45 REACTIONS.All bearings 45-7-0. (lb) - Max Horz 75=326(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 40, 62, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 61, 60, 59, 58, 57, 56, 55, 54, 53, 52, 51, 50, 49, 47, 46, 45, 44, 43, 42, 41 except 75=-257(LC 4), 74=-205(LC 5) Max Grav All reactions 250 lb or less at joint(s) 40, 62, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 61, 60, 59, 58, 57, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41 except 75=310(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-352/296, 3-4=-275/245, 4-5=-265/253, 12-13=-109/254, 13-14=-88/279, 14-15=-63/287, 15-16=-46/259, 16-17=-47/258, 17-18=-47/258, 18-19=-47/258, 19-20=-47/258, 20-21=-47/258, 21-22=-47/258, 22-24=-47/258, 24-25=-47/258, 25-26=-47/258, 26-27=-47/258, 27-28=-47/258, 28-29=-47/258, 29-30=-44/253, 30-31=-44/259, 31-32=-56/290, 32-33=-52/258 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) 40, 62, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 61, 60, 59, 58, 57, 56, 55, 54, 53, 52, 51, 50, 49, 47, 46, 45, 44, 43, 42, 41 except (jt=lb) 75=257, 74=205.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss GE04 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617014 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:28 2018 Page 2 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-UGABq0RPp8N1e_g5aivhIL_z2wYzi_pJbfWdyey7mYf 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803712 Truss GE05 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617015 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:29 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-ySkZ1MS1aSVuG8FH8PQwrYXA2KvxRR4SqJFBU4y7mYe Scale: 1/4"=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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss GE06 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617016 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:30 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-QeIxEiTfLldluHqTi7x9Nm4Fgk6cAnxb2z?k0Xy7mYd Scale = 1:81.1 12 3 4 5 6 7 8 9 19 18 17 16 15 14 13 11 10 12 3x6 4x6 3x6 3x12 5x12 5x12 8x8 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)-- [8:0-1-12,0-1-12], [10:0-3-8,Edge], [10:0-0-0,0-1-12], [11:0-6-0,0-3-0], [13:0-4-0,0-3-4], [19:0-7-0,Edge], [20:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.60 0.65 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.95 0.02 (loc) 10-11 10-11 10 l/defl >478 >189 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-19,8-10: 2x4 SPF 2100F 1.8E OTHERS 2x4 SPF-S Stud *Except* 23-24: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-11 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.All bearings 9-1-0 except (jt=length) 10=0-3-8, 12=0-3-8. (lb) - Max Horz 19=-307(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 19=-102(LC 7), 10=-107(LC 7), 13=-100(LC 1), 18=-287(LC 1), 12=-195(LC 2) Max Grav All reactions 250 lb or less at joint(s) 13, 14, 15, 16, 17, 18, 12 except 19=1050(LC 1), 10=910(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-900/176, 3-5=-688/223, 5-7=-686/223, 7-8=-899/175, 2-19=-784/207, 8-10=-788/208 BOT CHORD 18-19=-119/550, 17-18=-119/550, 16-17=-119/550, 15-16=-119/550, 14-15=-119/550, 13-14=-119/550, 12-13=-119/550, 11-12=-119/550, 10-11=-2/546 WEBS 5-11=-182/566, 7-11=-231/251, 3-11=-234/251 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 102 lb uplift at joint 19, 107 lb uplift at joint 10, 100 lb uplift at joint 13, 287 lb uplift at joint 18 and 195 lb uplift at joint 12. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss GE07 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617017 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:31 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-vrsKS2UH63lcVRPgGqSOwzcUc8aNvKxlHdkIZzy7mYc 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss GE08 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617018 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:35 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-nc5qIPXoAIF1_3iRVgXK4pnBBly9r8OLCFiViky7mYY Scale = 1:77.0 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 3773 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 40 39 383x4 3x4 3x6 3x6 3x6 3x6 3x6 5x6 5x6 19-10-8 19-10-8 40-6-0 20-7-8 -1-4-0 1-4-0 9-7-0 9-7-0 19-10-8 10-3-8 27-7-0 7-8-8 40-6-0 12-11-0 41-6-0 1-0-0 0-10-119-1-49-3-52-0-00-8-02-0-09-1-48.00 12 Plate Offsets (X,Y)-- [10:0-3-0,Edge], [18:0-3-0,0-3-0], [25:0-3-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.30 0.11 0.12 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: 283 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* 19-55: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 25-49,24-50,23-51,22-52,21-53,20-54: 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 25-49, 24-50, 23-51, 22-52, 21-53, 20-54 REACTIONS.All bearings 40-6-0. (lb) - Max Horz 73=-208(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 49, 50, 51, 52, 53, 54, 57, 58, 59, 60, 61, 62, 64, 65, 66, 67, 68, 69, 70, 71, 46, 45, 44, 43, 42, 41, 40, 39, 56 except 73=-333(LC 4), 38=-110(LC 7), 72=-165(LC 5) Max Grav All reactions 250 lb or less at joint(s) 73, 38, 55, 49, 50, 51, 52, 53, 54, 57, 58, 59, 60, 61, 62, 64, 65, 66, 67, 68, 69, 70, 71, 72, 47, 46, 45, 44, 43, 42, 41, 40, 39, 56 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-202/296, 5-6=-106/255, 6-7=-84/277, 7-8=-62/302, 8-9=-41/327, 9-10=-16/283, 10-11=-15/277, 11-12=-17/283, 12-13=-17/283, 13-14=-17/283, 14-15=-17/283, 15-16=-17/283, 16-17=-17/283, 17-18=-17/283, 18-19=-17/283, 19-20=-18/286, 20-21=-18/286, 21-22=-18/286, 22-23=-18/286, 23-24=-18/286, 24-25=-17/287, 25-26=-20/320, 26-28=-20/304, 28-29=-20/270 NOTES-(15-18) 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) Bearing at joint(s) 56 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss GE08 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617018 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:35 2018 Page 2 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-nc5qIPXoAIF1_3iRVgXK4pnBBly9r8OLCFiViky7mYY NOTES-(15-18) 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 49, 50, 51, 52, 53, 54, 57, 58, 59, 60, 61, 62, 64, 65, 66, 67, 68, 69, 70, 71, 46, 45, 44, 43, 42, 41, 40, 39, 56 except (jt=lb) 73=333, 38=110, 72=165. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 73, 57, 58, 59, 60, 61, 62, 64, 65, 66, 67, 68, 69, 70, 71, 72. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 16) BCSI1. 17) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 18) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803712 Truss GE09 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617019 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:36 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-FofDVlYQxbOucCHd2N2Zd1JP?9JZac3URvS3EAy7mYX 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss GE10 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617020 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:40 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-8ZujL7bw?quK4qbOHD7VntUv?mT6WB64MXQGNyy7mYT Scale = 1:80.9 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 1347 48 49 50 51 6x6 6x6 3x6 5x8 3x4 10x10 3x8 MT18HS 5x12 6x16 3x6 3x6 3x6 3x6 4x6 4x6 4x10 6x10 5-3-14 0-8-11-5-0 1-5-0 3-2-0 1-9-0 12-4-3 9-2-3 21-6-6 9-2-3 28-11-14 7-5-8 36-5-7 7-5-8 45-7-0 9-1-9 1-5-0 1-5-0 8-7-12 7-2-12 14-1-9 5-5-12 28-11-14 14-10-6 36-5-7 7-5-8 40-10-15 4-5-9 45-7-0 4-8-1 0-10-1110-3-124-2-111-0-010-3-118.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-12], [4:0-2-4,0-3-0], [4:0-0-0,0-1-12], [6:0-3-12,0-2-0], [10:0-5-12,0-2-0], [11:0-2-12,0-1-8], [15:0-4-4,0-3-0], [15:0-0-0,0-1-12], [16:0-1-12 ,0-0-0], [18:0-5-0,0-2-8], [21:0-3-12,Edge], [23:0-5-0,0-1-8], [24:0-1-12,0-0-0], [24:Edge,0-8-2], [26:0-1-8,0-1-0], [28:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.81 0.89 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.48 -0.89 0.25 (loc) 18-20 18-20 13 l/defl >999 >610 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 276 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-19,19-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 7-17,6-20,6-18,10-14,11-14,9-16,16-18,9-18,10-16: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-4 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-17, 10-14, 9-16, 11-13 REACTIONS.(lb/size) 24=1931/0-3-8, 13=1897/0-3-8 Max Horz 24=282(LC 5) Max Uplift 24=-129(LC 6), 13=-125(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1892/229, 2-3=-3890/492, 3-4=-3985/594, 4-5=-3836/595, 5-6=-2876/428, 6-7=-2461/444, 7-9=-2463/446, 9-10=-2067/402, 10-11=-1802/334, 1-24=-1848/224 BOT CHORD 23-24=-281/233, 20-21=-461/2588, 18-20=-376/2143, 14-16=-176/1439, 13-14=-107/1106 WEBS 7-18=-428/224, 5-20=-473/234, 5-21=-234/957, 6-20=-53/860, 6-18=-248/619, 11-14=-128/660, 9-16=-921/343, 11-13=-2013/220, 16-18=-330/2036, 9-18=-158/650, 10-16=-257/1097, 2-23=-1602/259, 21-23=-391/1644, 1-23=-159/1552, 2-21=-286/1788 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 MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 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, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=129, 13=125. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss GE11 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617021 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:42 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-4y0UmpcBWR82K7lnPe9zsIZNbZJv_KJNprvNRqy7mYR Scale = 1:31.0 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss GE12 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617022 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:43 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-Y8asz9dpHlGvyHJzzLgCPV6WmzbUjmcW2Vew_Gy7mYQ Scale = 1:63.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x6 3x4 4x6 4x6 3x6 3x6 3x6 5x6 16-2-8 16-2-8 4-1-7 4-1-7 12-2-9 8-1-2 13-2-0 0-11-7 16-2-8 3-0-8 7-2-129-9-1010-7-68.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-13], [11:0-0-1,0-2-4], [12:0-4-4,0-2-4], [12:0-0-0,0-1-12], [13:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.39 0.46 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 183 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 2-28: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-11, 12-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 28-29,27-28,26-27. WEBS 1 Row at midpt 15-16, 3-27, 4-26, 5-25, 6-24, 7-23, 8-22, 9-20, 10-19, 13-18, 14-17 REACTIONS.All bearings 16-2-8. (lb) - Max Horz 29=101(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 29, 27, 25, 24, 23, 22, 20, 19, 18, 17 except 16=-255(LC 6), 28=-613(LC 6) Max Grav All reactions 250 lb or less at joint(s) 16, 28, 27, 26, 25, 24, 23, 22, 20, 19, 18 except 29=571(LC 6), 17=299(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-258/25 WEBS 2-28=-63/258 NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 27, 25, 24, 23, 22, 20, 19, 18, 17 except (jt=lb) 16=255, 28=613. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss GE13 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617023 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:45 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-UXicOqf3pMWdBbTM4mjgUwBlEnHGBdCpVp7129y7mYO Scale = 1:73.1 1 2 3 4 5 6 7 8 9 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 31 56 57 58 59 3x6 8x16 3x6 4x10 3x8 3x4 3x4 4x10 3x6 5x6 3x4 10-5-7 16-0-12 8-0-14 8-0-14 14-2-4 6-1-6 14-4-12 0-2-8 14-5-12 0-1-0 23-9-10 9-3-14 31-10-8 8-0-14 -1-4-0 1-4-0 8-0-14 8-0-14 15-11-4 7-10-6 23-9-10 7-10-6 31-10-8 8-0-14 33-2-8 1-4-0 0-10-1111-6-30-10-118.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [3:0-1-8,0-1-8], [7:0-1-8,0-1-8], [8:0-1-3,0-1-12], [10:0-0-0,0-1-12], [10:Edge,0-3-8], [22:0-3-0,0-3-0], [25:0-0-0,0-1-12], [29:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.84 0.51 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.24 0.02 (loc) 24-25 24-25 10 l/defl >999 >703 n/a L/d 240 180 n/a PLATES MT20 Weight: 234 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-16,3-24,2-25,8-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 5-31,32-33,41-42: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-23, 7-23, 3-23, 5-31 REACTIONS.All bearings 17-8-4 except (jt=length) 23=0-3-8, 23=0-3-8, 25=0-3-8. (lb) - Max Horz 25=271(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 23, 16, 11 except 10=-192(LC 7), 25=-176(LC 6) Max Grav All reactions 250 lb or less at joint(s) 21, 20, 19, 18, 17, 15, 14, 13, 12, 11 except 10=356(LC 11), 23=1208(LC 1), 23=1208(LC 1), 16=297(LC 11), 25=632(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-578/196, 3-5=0/264, 7-8=-308/227, 2-25=-541/227, 8-10=-388/246 BOT CHORD 24-25=-227/387, 23-24=-227/387 WEBS 5-23=-487/0, 23-31=-262/246, 7-31=-256/243, 3-24=0/358, 3-23=-707/195 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 16, 11 except (jt=lb) 10=192, 25=176. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss PB01 Truss Type Piggyback Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617024 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:46 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-yjG?bAfhageUpl2YeUEv18k2PBhLw76ykStaaby7mYN Scale = 1:38.6 1 2 3 4 5 6 7 11 10 9 8 3x6 3x4 2x4 2x4 2x4 5x6 2x4 5x6 3x4 22-3-14 22-3-14 5-1-15 5-1-15 17-1-15 12-0-0 22-3-14 5-1-15 0-4-73-1-113-3-130-1-80-4-70-1-83-1-118.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [3:0-3-0,0-1-13], [5:0-3-0,0-1-13], [6:0-2-0,0-1-8] 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-SH 0.36 0.20 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-10-0. (lb) - Max Horz 2=-69(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 6, 11, 8, 2 except 10=-124(LC 4) Max Grav All reactions 250 lb or less at joint(s) 6, 2 except 10=496(LC 10), 11=376(LC 10), 8=376(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-10=-375/199 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 11, 8, 2 except (jt=lb) 10=124. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss PB02 Truss Type Piggyback Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617025 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:47 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-RwqNpWgJL_mKQvdkCBl8ZLHF0a_ufZ96z6c872y7mYM Scale = 1:39.2 1 2 3 4 5 6 7 8 9 13 12 11 101415 3x6 3x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 22-3-14 22-3-14 8-1-15 8-1-15 14-1-15 6-0-0 22-3-14 8-1-15 0-4-75-1-115-3-130-1-80-4-70-1-85-1-118.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [4:0-3-0,Edge], [6:0-3-0,Edge], [8:0-2-0,0-1-8] 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-SH 0.24 0.37 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 9 9 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-10-0. (lb) - Max Horz 2=115(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 12, 10, 2 except 13=-101(LC 6) Max Grav All reactions 250 lb or less at joint(s) except 8=256(LC 1), 12=590(LC 1), 13=450(LC 10), 10=450(LC 11), 2=256(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-267/101, 3-4=-260/100, 6-7=-260/100, 7-8=-267/93 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 12, 10, 2 except (jt=lb) 13=101. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss PB03 Truss Type Piggyback Qty 15 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617026 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:48 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-v6Nl0shx6HuB22CxluGN6ZpNV_KTO_5FBmMhfUy7mYL Scale = 1:46.7 1 2 3 4 5 6 7 11 10 9 81213 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 3x4 22-3-14 22-3-14 11-1-15 11-1-15 22-3-14 11-1-15 0-4-77-3-130-1-80-4-70-1-88.00 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-SH 0.39 0.35 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 66 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 20-10-0. (lb) - Max Horz 2=-163(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2 except 11=-157(LC 6), 8=-157(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 10=608(LC 1), 11=527(LC 10), 8=527(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-332/218, 5-8=-332/218 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 11=157, 8=157. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss PB04 Truss Type Piggyback Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617027 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:49 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-NIx7ECiatb02gCn7JcncemMa2OgK7TjOQQ5FBwy7mYK Scale = 1:39.4 1 2 3 4 5 6 7 8 9 13 12 11 101415 3x6 3x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 22-3-14 22-3-14 8-8-15 8-8-15 13-6-15 4-10-1 22-3-14 8-8-15 0-4-75-6-55-8-70-1-80-4-70-1-85-6-58.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [4:0-3-0,Edge], [6:0-3-0,Edge], [8:0-2-0,0-1-8] 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-SH 0.27 0.37 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 9 9 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-10-0. (lb) - Max Horz 2=124(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 12, 2 except 13=-111(LC 6), 10=-111(LC 7) Max Grav All reactions 250 lb or less at joint(s) except 8=259(LC 1), 12=556(LC 1), 13=468(LC 10), 10=468(LC 11), 2=259(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-274/95, 3-4=-275/109, 6-7=-275/109, 7-8=-274/84 WEBS 3-13=-268/168, 7-10=-268/167 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 12, 2 except (jt=lb) 13=111, 10=111. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss PB05 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617028 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:50 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-rVVVRYiCev8vHMMJtJIrB_vjpo4asvVYf4rojNy7mYJ Scale = 1:43.3 2 3 4 5 6 7 8 14 13 12 11 10 1 9 4x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 5x6 3x8 22-3-14 22-3-14 8-6-0 8-6-0 11-3-1 2-9-1 16-6-15 5-3-14 22-3-14 5-8-15 -0-0-45-7-123-7-95-8-00-1-00-1-83-6-58.00 12 Plate Offsets (X,Y)-- [2:0-1-15,0-1-8], [5:0-3-1,0-2-4], [7:0-3-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.40 0.12 0.16 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: 66 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 22-3-14. (lb) - Max Horz 1=130(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 12, 10 except 1=-128(LC 1), 9=-349(LC 11), 14=-108(LC 6), 8=-129(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 2=288(LC 10), 13=305(LC 1), 14=314(LC 10), 12=300(LC 1), 10=341(LC 11), 8=568(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, 13, 12, 10 except (jt=lb) 1=128, 9=349, 14=108, 8=129. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss PB06 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617029 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:51 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-Jh3ueujqPCHmvWxWR1p4kBRwACQmbNwhukaLGpy7mYI Scale = 1:41.0 2 3 4 5 6 7 8 9 15 14 13 12 11 1 10 4x6 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 22-3-14 22-3-14 8-6-0 8-6-0 14-1-1 5-7-1 19-4-15 5-3-14 22-3-14 2-10-15 -0-0-45-7-121-8-155-8-00-1-00-1-81-7-118.00 12 Plate Offsets (X,Y)-- [2:0-1-15,0-1-8], [6:0-3-1,0-2-4], [8:0-3-0,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 0.30 0.12 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 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.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-3-14. (lb) - Max Horz 1=129(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 9 except 1=-127(LC 1), 10=-255(LC 11), 15=-108(LC 6), 13=-109(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 10, 14 except 2=326(LC 1), 15=315(LC 10), 13=329(LC 11), 11=350(LC 1), 9=486(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-13=-254/155, 7-11=-254/113 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, 11, 9 except (jt=lb) 1=127, 10=255, 15=108, 13=109. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss PB07 Truss Type Piggyback Qty 8 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617030 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:52 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-ntdGsDkSAWPdXgVi_kLJGP_3LbkYKpzr6OKvoFy7mYH Scale = 1:35.4 12 3 4 5 6 7 10 9 8 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 0-4-75-6-80-1-80-4-70-1-88.00 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-SH 0.40 0.21 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-6-2. (lb) - Max Horz 2=-122(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-150(LC 6), 8=-150(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=355(LC 1), 10=419(LC 10), 8=419(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-340/229, 5-8=-340/229 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, 6 except (jt=lb) 10=150, 8=150. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss PB08 Truss Type Piggyback Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617031 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:52 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-ntdGsDkSAWPdXgVi_kLJGP_4wbkWKqYr6OKvoFy7mYH Scale = 1:34.7 12 3 4 5 6 7 8 9 12 11 10 3x6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 17-0-0 17-0-0 8-0-12 8-0-12 8-11-4 0-10-8 17-0-0 8-0-12 0-4-75-0-145-3-00-1-80-4-70-1-85-0-148.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-3-0,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 0.36 0.21 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-6-2. (lb) - Max Horz 2=113(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 8 except 12=-135(LC 6), 10=-134(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=330(LC 1), 12=404(LC 10), 10=404(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-323/212, 7-10=-323/211 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8 except (jt=lb) 12=135, 10=134. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss PB09 Truss Type Piggyback Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617032 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:53 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-F4Be3Zl4xqXU8q4uYSsYpcWHF?3g3HZ_L23SKhy7mYG Scale = 1:29.4 1 2 3 4 5 6 7 8 9 12 11 10 3x6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 17-0-0 17-0-0 5-0-12 5-0-12 11-11-4 6-10-8 17-0-0 5-0-12 0-4-73-0-143-3-00-1-80-4-70-1-83-0-148.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-3-0,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 0.20 0.22 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 8 8 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-6-2. (lb) - Max Horz 2=67(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 11, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=361(LC 1), 12=264(LC 10), 10=264(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-265/104, 3-4=-282/113, 6-7=-282/113, 7-8=-265/99 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 11, 12, 10. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss PB10 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617033 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:54 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-jGl0Hvlii7fLm_f569NnLq3QJPRToka8aip0t8y7mYF Scale = 1:41.0 2 3 4 5 6 7 8 9 15 14 13 12 11 1 10 4x6 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 22-3-14 22-3-14 8-6-0 8-6-0 14-4-1 5-10-1 19-7-15 5-3-14 22-3-14 2-7-15 -0-0-45-7-121-6-155-8-00-1-00-1-81-5-118.00 12 Plate Offsets (X,Y)-- [2:0-1-15,0-1-8], [6:0-3-1,0-2-4], [8:0-3-0,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 0.30 0.12 0.09 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 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.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-3-14. (lb) - Max Horz 1=129(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 9 except 1=-127(LC 1), 10=-260(LC 11), 15=-108(LC 6), 13=-106(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 10, 14 except 2=322(LC 1), 15=315(LC 10), 13=322(LC 11), 11=356(LC 1), 9=488(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-11=-260/114 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, 11, 9 except (jt=lb) 1=127, 10=260, 15=108, 13=106. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss PB11 Truss Type Piggyback Qty 3 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617034 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:55 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-CSIOUFmKTRnCO7EHgtu0u1cdNpnkXCcHoMYZPay7mYE Scale = 1:17.4 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 0.16 0.12 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=158/6-6-2, 4=158/6-6-2, 6=213/6-6-2 Max Horz 2=-52(LC 4) Max Uplift 2=-46(LC 6), 4=-51(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss PB12 Truss Type Piggyback Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617035 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:56 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-gesnibnzDlv3?HpTDaPFRF8poD7xGfuQ10I6x0y7mYD Scale = 1:15.8 1 2 3 4 5 6 7 8 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 0-4-72-0-142-3-00-1-80-4-70-1-82-0-148.00 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 0.11 0.12 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=161/6-6-2, 6=161/6-6-2, 8=206/6-6-2 Max Horz 2=44(LC 5) Max Uplift 2=-47(LC 6), 6=-51(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss PB13 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617036 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:57 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-8rQ9vxob_21wdROfnHwUzShyncTj?6gaGg1gTTy7mYC Scale = 1:30.6 2 3 4 5 6 7 8 12 11 10 1 9 4x6 4x6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 17-0-0 17-0-0 4-5-7 4-5-7 6-10-2 2-4-11 14-11-4 8-1-2 17-0-0 2-0-12 -0-0-42-11-61-2-22-11-100-1-00-1-81-0-148.00 12 Plate Offsets (X,Y)-- [2:0-3-11,Edge], [4:0-3-1,0-2-4], [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 0.23 0.08 0.06 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 No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 17-0-0. (lb) - Max Horz 1=67(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 12, 11, 10 except 1=-171(LC 10), 9=-188(LC 11), 2=-103(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 2=352(LC 10), 8=352(LC 11), 12=301(LC 1), 11=297(LC 11), 10=298(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) 8, 12, 11, 10 except (jt=lb) 1=171, 9=188, 2=103. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss PB14 Truss Type Piggyback Qty 4 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617037 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:58 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-c1_X7HpDlM9nFbzsL?RjWgE8H0oDkZJjVKnD0vy7mYB Scale = 1:25.9 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 0.18 0.13 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: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=177/6-10-10, 4=177/6-10-10, 6=191/6-10-10 Max Horz 2=-83(LC 4) Max Uplift 2=-45(LC 6), 4=-50(LC 7) Max Grav 2=177(LC 1), 4=177(LC 1), 6=199(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617038 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:46:59 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-4DYvKdprWgHeslY2vizy2tmLvQ9vT0Vtj_WmYLy7mYA Scale = 1:26.5 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 0.06 0.04 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: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-0-0. (lb) - Max Horz 1=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss PBE02 Truss Type Piggyback Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617039 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:00 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-YQ6HXzqTHzPUUv7ESQUBb5JVXqVxCTP0yeGK4ny7mY9 Scale = 1:12.4 1 2 3 4 2x4 2x4 2x4 3-0-8 3-0-80-4-71-10-130-1-80-1-88.00 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 0.06 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=77/2-3-9, 2=105/2-3-9 Max Horz 2=48(LC 5) Max Uplift 4=-17(LC 6), 2=-21(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 100 lb uplift at joint(s) 4, 2. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss T01 Truss Type Common Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617040 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:00 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-YQ6HXzqTHzPUUv7ESQUBb5JIvqQBCR?0yeGK4ny7mY9 Scale = 1:35.7 1 2 3 4 5 8 7 6 4x6 4x10 4x10 2x4 7-2-14 7-2-14 14-5-12 7-2-14 -1-4-0 1-4-0 7-2-14 7-2-14 14-5-12 7-2-14 15-9-12 1-4-0 0-10-115-8-100-10-118.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [4:0-1-3,0-1-12], [6:Edge,0-3-8], [6:0-0-0,0-1-12], [8:0-0-0,0-1-12] 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 0.94 0.35 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 46 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=605/0-3-8, 6=605/0-3-8 Max Horz 8=-136(LC 4) Max Uplift 8=-101(LC 6), 6=-101(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-566/90, 3-4=-566/90, 2-8=-539/170, 4-6=-539/170 BOT CHORD 7-8=0/373, 6-7=0/373 WEBS 3-7=0/308 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) except (jt=lb) 8=101, 6=101. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss T02 Truss Type Common Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617041 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:01 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-0cgglIr52HXL62iR07?Q8IsVVEmqxuH9BI?tcEy7mY8 Scale = 1:49.1 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617042 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:02 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-UoE2yesjpbfCjCGdarWfgWOk2d2?gJrJPylR9gy7mY7 Scale = 1:56.9 1 2 3 4 5 6 7 8 14 13 12 11 10 9 4x8 4x8 3x6 3x6 4x6 3x4 3x6 4x6 3x4 3x6 2x4 3x6 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 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], [5:0-6-4,0-1-12], [9:0-2-12,0-1-8], [14:Edge,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 0.59 0.26 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: 141 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-13,4-11,5-11,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 5-11 REACTIONS.(lb/size) 11=925/0-3-8, 9=506/0-3-8, 14=570/0-3-8 Max Horz 14=-239(LC 4) Max Uplift 11=-66(LC 5), 9=-110(LC 7), 14=-78(LC 6) Max Grav 11=925(LC 1), 9=527(LC 11), 14=586(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-303/128, 3-4=-362/168, 5-6=-262/160, 2-14=-337/165, 7-9=-282/186 BOT CHORD 13-14=-152/294 WEBS 4-13=-33/373, 4-11=-485/121, 5-11=-507/65, 5-10=-33/356 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) 11, 14 except (jt=lb) 9=110. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617043 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:03 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-z?nQA_sMaun3LMrp8Y1uDjxvq1OIPl8SecU_h6y7mY6 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss T05 Truss Type Piggyback Base Qty 2 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617044 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:04 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-RBLoNKt_LCvwzWQ0hGY7lxU4_Rp18BMctGEXDZy7mY5 Scale = 1:56.5 1 2 3 4 5 6 12 11 10 9 8 7 3x6 4x8 3x6 3x4 3x6 3x4 2x4 3x4 4x10 2x4 2x4 3x8 7-0-6 7-0-6 13-10-4 6-9-14 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)-- [3:0-4-4,0-1-0], [4:0-6-4,0-1-0], [6:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.55 0.30 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.01 (loc) 11-12 11-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 128 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-11,3-9,4-9,4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. WEBS 1 Row at midpt 3-9, 4-9 REACTIONS.(lb/size) 12=367/0-3-8, 9=1239/0-3-8, 7=254/0-3-8 Max Horz 12=234(LC 5) Max Uplift 12=-58(LC 6), 9=-29(LC 7), 7=-47(LC 7) Max Grav 12=374(LC 10), 9=1239(LC 1), 7=346(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-348/113, 4-5=-314/269, 5-6=-322/84, 1-12=-306/108, 6-7=-316/76 WEBS 3-11=-96/329, 3-9=-590/102, 4-9=-594/150, 4-8=-206/353, 5-8=-217/252 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss T06 Truss Type COMMON Qty 4 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617045 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:05 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-vNvAbguc6W1nag?CFz3MI80Fbr56tfNl6wz5l?y7mY4 Scale = 1:72.1 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12 3x6 4x6 3x6 4x10 4x6 3x6 3x8 3x4 2x4 3x4 2x4 4x10 4x6 8-0-14 8-0-14 14-4-12 6-3-14 23-9-10 9-4-14 31-10-8 8-0-14 -1-4-0 1-4-0 8-0-14 8-0-14 15-11-4 7-10-6 23-9-10 7-10-6 31-10-8 8-0-14 33-2-8 1-4-0 0-10-1111-6-30-10-118.00 12 Plate Offsets (X,Y)-- [2:0-6-8,Edge], [4:0-1-8,0-1-8], [6:0-3-4,Edge], [8:0-1-8,0-1-8], [10:0-6-8,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-MSH 0.56 0.56 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.38 0.04 (loc) 12-14 12-14 2 l/defl >999 >551 n/a L/d 240 180 n/a PLATES MT20 Weight: 135 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-12,4-15: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 8-14, 4-14 REACTIONS.(lb/size) 2=641/0-3-8, 14=1112/0-3-8, 10=750/0-3-8 Max Horz 2=-250(LC 4) Max Uplift 2=-164(LC 6), 10=-174(LC 7) Max Grav 2=644(LC 10), 14=1112(LC 1), 10=750(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-612/212, 8-10=-794/206 BOT CHORD 2-15=-160/437, 14-15=-160/437, 12-14=-40/583, 10-12=-40/583 WEBS 6-14=-289/0, 8-14=-594/195, 8-12=0/367, 4-14=-530/209, 4-15=0/275 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) except (jt=lb) 2=164, 10=174. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss T07 Truss Type Piggyback Base Qty 8 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617046 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:06 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-NaTYo0vEtp9eCqaOpgbbqMZJuFKCc_avKajeIRy7mY3 Scale = 1:80.4 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 3x6 5x6 3x6 5x6 3x4 10x10 3x6 3x6 5x6 3x8 3x6 3x6 3x6 3x8 3x6 4x6 3x6 7-2-0 7-2-0 14-1-9 6-11-8 25-3-8 11-1-15 36-5-7 11-1-15 45-7-0 9-1-9 -1-4-0 1-4-0 7-2-0 7-2-0 14-1-9 6-11-8 21-6-13 7-5-5 29-0-2 7-5-5 36-5-7 7-5-5 40-10-15 4-5-9 45-7-0 4-8-1 0-10-1110-3-124-2-1110-3-128.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-3], [9:0-4-4,0-2-4], [18:0-3-0,0-2-0], [19:Edge,0-8-2], [19:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.97 0.95 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.82 0.13 (loc) 15-17 15-17 12 l/defl >999 >660 n/a L/d 240 180 n/a PLATES MT20 Weight: 227 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* 3-18,2-19,11-12,2-18,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-8 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-17, 6-17, 6-15, 8-13, 10-12 REACTIONS.(lb/size) 19=1757/0-3-8, 12=1674/0-3-8 Max Horz 19=296(LC 5) Max Uplift 19=-176(LC 6), 12=-124(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2391/345, 3-5=-2085/381, 5-6=-1651/366, 6-8=-1879/392, 8-9=-1247/307, 9-10=-1557/327, 2-19=-1682/314 BOT CHORD 18-19=-322/388, 17-18=-382/1901, 15-17=-388/1904, 13-15=-337/1770, 12-13=-105/963 WEBS 3-17=-332/177, 5-17=-59/736, 6-17=-547/261, 8-15=0/383, 8-13=-936/276, 9-13=-55/534, 10-13=-125/553, 2-18=-106/1520, 10-12=-1746/211 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) except (jt=lb) 19=176, 12=124. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss T10 Truss Type Piggyback Base Qty 2 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617047 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:07 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-rm1x?Mwse7IVqz9aNO6qNZ6XqeiALPk2ZESCqty7mY2 Scale = 1:83.2 1 2 3 4 5 6 7 8 9 10 11 12 13 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 5x6 3x6 5x6 3x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 6x8 2x4 4x6 8x8 3x4 3x6 5x6 6x8 3x8 5x8 3x6 4x6 4x6 4x10 6x8 6x6 1-5-0 1-5-0 3-2-0 1-9-0 12-4-3 9-2-3 21-6-6 9-2-3 27-6-11 6-0-5 33-7-0 6-0-5 38-10-0 5-3-0 44-1-0 5-3-0 45-7-0 1-6-0 -1-4-0 1-4-0 1-5-0 1-5-0 8-7-12 7-2-12 14-1-9 5-5-12 27-6-11 13-5-2 36-5-7 8-10-12 44-1-0 7-7-9 45-7-0 1-6-0 0-10-1110-3-124-2-111-0-010-3-118.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-2-12,0-2-0], [5:0-2-12,0-3-0], [6:0-3-8,0-1-12], [11:0-3-12,0-2-0], [13:0-3-0,0-1-8], [15:Edge,0-2-12], [18:0-2-4,Edge], [20:0-4-0,0-1-8] , [22:0-2-4,0-3-4], [25:0-2-4,Edge], [27:0-5-0,0-1-12] 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 0.83 0.78 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.74 0.33 (loc) 22-24 22-24 14 l/defl >999 >734 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 BOT CHORD 2x4 SPF No.2 *Except* 23-25: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 7-21,10-19,12-15,6-24,6-22,9-20,11-17,11-18,9-18,9-22: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-6 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 9-3-0 oc bracing. WEBS 1 Row at midpt 7-21, 10-19, 12-15, 9-20, 11-17, 9-18 REACTIONS.(lb/size) 28=1752/0-3-8, 14=1671/0-3-8 Max Horz 28=295(LC 5) Max Uplift 28=-179(LC 6), 14=-126(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1607/218, 3-4=-3302/463, 4-5=-3389/564, 5-6=-2405/421, 6-7=-2112/440, 7-9=-2114/442, 9-10=-1569/364, 10-11=-1572/363, 11-12=-1572/305, 12-13=-459/99, 2-28=-1682/280, 13-14=-1632/251 BOT CHORD 27-28=-283/230, 24-25=-458/2181, 22-24=-375/1804, 17-18=-195/1298, 16-17=-42/538 WEBS 7-22=-403/212, 10-18=-252/153, 15-16=-1507/277, 12-16=-1465/302, 5-24=-442/227, 6-24=-46/639, 6-22=-247/601, 9-20=-343/181, 11-17=-390/171, 12-17=-142/837, 11-18=-258/1003, 5-25=-227/834, 9-18=-524/127, 3-27=-1337/249, 25-27=-384/1370, 3-25=-284/1545, 2-27=-132/1310, 18-20=-334/1755, 13-15=-295/1559, 20-22=-341/1804, 9-22=-160/544 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) except (jt=lb) 28=179, 14=126. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss T11 Truss Type Piggyback Base Qty 2 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617048 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:08 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-JybJDiwUPRQMR7knw5d3wnekg22L4sUBouClMKy7mY1 Scale = 1:83.2 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 5x6 5x6 3x6 5x8 3x4 3x4 2x4 2x4 3x6 6x8 2x4 2x4 3x6 3x6 3x6 3x6 3x6 5x8 4x6 4x6 4x6 4x10 5x12 1-5-0 1-5-0 3-2-0 1-9-0 12-4-3 9-2-3 21-6-6 9-2-3 28-11-14 7-5-8 36-5-7 7-5-8 45-7-0 9-1-9 -1-4-0 1-4-0 1-5-0 1-5-0 8-7-12 7-2-12 14-1-9 5-5-12 28-11-14 14-10-6 36-5-7 7-5-8 40-10-15 4-5-9 45-7-0 4-8-1 0-10-1110-3-124-2-111-0-010-3-118.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-2-12,0-2-0], [5:0-2-5,0-3-0], [5:0-0-0,0-1-12], [7:0-3-8,0-1-12], [11:0-6-4,0-2-4], [17:0-4-0,0-1-8], [19:0-2-4,Edge], [22:0-5-8,0-3-0], [24:0-5-0,0-1-12] 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 0.69 0.78 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.73 0.23 (loc) 19-21 19-21 14 l/defl >999 >744 n/a L/d 240 180 n/a PLATES MT20 Weight: 243 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-22: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 8-18,7-21,7-19,11-15,12-15,10-17,10-19,11-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-15 max.): 7-11. BOT CHORD Rigid ceiling directly applied or 9-3-0 oc bracing. WEBS 1 Row at midpt 8-18, 11-15, 10-17, 12-14 REACTIONS.(lb/size) 25=1759/0-3-8, 14=1674/0-3-8 Max Horz 25=297(LC 5) Max Uplift 25=-181(LC 6), 14=-125(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1614/219, 3-4=-3320/470, 4-5=-3427/574, 5-6=-3262/575, 6-7=-2412/423, 7-8=-2118/442, 8-10=-2120/444, 10-11=-1785/401, 11-12=-1550/333, 2-25=-1689/282 BOT CHORD 24-25=-286/230, 21-22=-460/2189, 19-21=-375/1808, 15-17=-176/1230, 14-15=-107/960 WEBS 8-19=-428/224, 6-21=-448/230, 6-22=-232/845, 7-21=-49/640, 7-19=-249/606, 11-15=-276/215, 12-15=-128/548, 10-17=-848/342, 12-14=-1736/219, 17-19=-328/1745, 10-19=-158/554, 11-17=-257/976, 3-24=-1342/250, 22-24=-387/1375, 3-22=-288/1557, 2-24=-132/1314 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) except (jt=lb) 25=181, 14=125. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss T12 Truss Type Piggyback Base Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617049 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:10 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-FLi3eNylw2g4hRu92WfX?Ck3MskxYmPUFBhsRCy7mY? Scale = 1:92.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 5x6 5x6 3x6 5x8 3x6 3x4 2x4 2x4 3x6 6x8 2x4 2x4 3x6 3x6 3x6 5x8 3x6 3x6 3x4 4x6 4x8 4x6 4x10 5x12 1-5-0 1-5-0 3-2-0 1-9-0 12-4-3 9-2-3 21-6-6 9-2-3 28-11-14 7-5-8 36-5-7 7-5-8 45-7-0 9-1-9 50-7-0 5-0-0 -1-4-0 1-4-0 1-5-0 1-5-0 8-7-12 7-2-12 14-1-9 5-5-12 28-11-14 14-10-6 36-5-7 7-5-8 43-4-15 6-11-9 50-7-0 7-2-1 0-10-1110-3-120-10-111-0-010-3-118.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [5:0-2-5,0-3-0], [5:0-0-0,0-1-12], [7:0-3-8,0-1-12], [11:0-5-12,0-2-0], [13:0-2-4,0-1-8], [14:0-1-3,0-1-12], [15:Edge,0-3-8], [15:0-0-0,0-1-12] , [19:0-4-0,0-1-12], [21:0-2-4,0-3-4], [24:0-5-8,0-3-0], [26:0-5-0,0-1-12] 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 0.68 0.78 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.72 0.22 (loc) 21-23 21-23 16 l/defl >999 >751 n/a L/d 240 180 n/a PLATES MT20 Weight: 251 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-24: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 8-20,7-23,7-21,10-19,11-17,13-17,11-19,10-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-8 max.): 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-9-4 oc bracing: 21-23 6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 8-20, 10-19, 11-17, 13-16 REACTIONS.(lb/size) 27=1741/0-3-8, 16=2062/0-3-8 Max Horz 27=256(LC 5) Max Uplift 27=-182(LC 6), 16=-234(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1596/211, 3-4=-3282/441, 4-5=-3389/544, 5-6=-3224/545, 6-7=-2379/405, 7-8=-2077/420, 8-10=-2078/422, 10-11=-1735/376, 11-13=-1525/283, 13-14=-139/367, 2-27=-1672/274 BOT CHORD 23-24=-416/2160, 21-23=-335/1780, 17-19=-145/1164, 16-17=-37/521 WEBS 8-21=-429/224, 6-23=-447/228, 7-23=-47/640, 6-24=-211/841, 7-21=-249/583, 10-19=-853/338, 11-17=-330/187, 13-17=-139/810, 13-16=-1982/436, 11-19=-255/992, 10-21=-148/558, 19-21=-297/1695, 3-26=-1327/231, 24-26=-345/1359, 2-26=-125/1299, 3-24=-267/1540 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) except (jt=lb) 27=182, 16=234. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss T13 Truss Type PIGGYBACK BASE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617050 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:11 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-kXGRrjzNhMoxJbSMcEAmXPGBUG3QHCweUrQPzfy7mY_ Scale = 1:92.8 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 1629 30 31 32 33 34 35 5x6 6x6 3x6 5x8 3x6 10x10 2x4 2x4 3x8 MT18HS 5x12 2x4 2x4 3x6 3x6 3x6 4x10 3x6 4x6 3x6 4x8 4x6 4x10 6x10 1-5-0 1-5-0 3-2-0 1-9-0 12-4-3 9-2-3 21-6-6 9-2-3 28-11-14 7-5-8 36-5-7 7-5-8 45-7-0 9-1-9 50-7-0 5-0-0 -1-4-0 1-4-0 1-5-0 1-5-0 8-7-12 7-2-12 14-1-9 5-5-12 28-11-14 14-10-6 36-5-7 7-5-8 43-4-15 6-11-9 50-7-0 7-2-1 51-11-0 1-4-0 0-10-1110-3-120-10-111-0-010-3-118.00 12 Plate Offsets (X,Y)-- [3:0-2-12,0-1-12], [5:0-2-5,0-3-0], [5:0-0-0,0-1-12], [7:0-3-12,0-2-0], [11:0-5-12,0-2-0], [13:0-2-12,0-2-0], [14:0-1-3,0-1-12], [16:0-0-0,0-1-12], [16:Edge ,0-3-8], [20:0-3-12,0-1-12], [22:0-5-0,0-2-8], [25:0-4-0,0-3-4], [27:0-5-0,0-1-8], [28:Edge,0-8-2], [28:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.85 0.89 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.47 -0.88 0.23 (loc) 22-24 22-24 17 l/defl >999 >618 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 254 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 26-28,19-21: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 8-21,7-24,7-22,10-20,11-18,13-18,11-20,10-22,20-22: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-5 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-1 max.): 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. WEBS 1 Row at midpt 8-21, 10-20, 11-18, 13-17 REACTIONS.(lb/size) 28=1990/0-3-8, 17=2460/0-3-8 Max Horz 28=245(LC 5) Max Uplift 28=-181(LC 6), 17=-292(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1843/205, 3-4=-3804/422, 4-5=-3901/501, 5-6=-3752/502, 6-7=-2828/387, 7-8=-2406/400, 8-10=-2408/402, 10-11=-2001/357, 11-13=-1763/255, 13-14=-225/479, 2-28=-1910/267 BOT CHORD 27-28=-235/250, 24-25=-402/2544, 22-24=-321/2105, 18-20=-131/1363, 17-18=-21/550, 16-17=-294/291 WEBS 8-22=-429/224, 6-24=-465/226, 7-24=-47/854, 6-25=-204/920, 7-22=-247/591, 10-20=-925/337, 11-18=-289/189, 13-18=-142/1023, 13-17=-2324/492, 11-20=-256/1095, 10-22=-147/652, 20-22=-285/1970, 3-27=-1542/224, 2-27=-119/1502, 25-27=-331/1577, 3-25=-259/1781 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) 28=181, 17=292. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss T14 Truss Type PIGGYBACK BASE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617051 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:12 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-Cjqq33z?Sfwnwl1Y9xi?4dpNjfNS0f_njVAyU5y7mXz Scale = 1:85.0 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 1325 26 27 28 29 30 31 6x6 6x6 3x6 5x8 3x4 10x10 2x4 2x4 3x8 MT18HS 5x12 2x4 2x4 4x6 3x6 3x6 3x6 3x6 4x10 4x6 4x6 4x10 6x10 1-5-0 1-5-0 3-2-0 1-9-0 12-4-3 9-2-3 21-6-6 9-2-3 28-11-14 7-5-8 36-5-7 7-5-8 45-7-0 9-1-9 1-5-0 1-5-0 8-7-12 7-2-12 14-1-9 5-5-12 28-11-14 14-10-6 36-5-7 7-5-8 40-10-15 4-5-9 45-7-0 4-8-1 0-10-1110-3-124-2-111-0-010-3-118.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-12], [4:0-2-4,0-3-0], [4:0-0-0,0-1-12], [6:0-3-12,0-2-0], [10:0-5-12,0-2-0], [11:0-2-12,0-1-8], [15:0-2-6,0-0-0], [16:0-3-8,0-1-8], [18:0-4-12 ,0-2-8], [21:0-3-12,Edge], [23:0-5-0,0-1-8], [24:Edge,0-8-2], [24:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.82 0.90 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.48 -0.89 0.25 (loc) 18-20 18-20 13 l/defl >999 >608 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 242 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-19,19-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 7-17,6-20,6-18,10-14,11-14,9-16,16-18,9-18,10-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-14 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-17, 10-14, 9-16 2 Rows at 1/3 pts 11-13 REACTIONS.(lb/size) 24=1946/0-3-8, 13=2037/0-3-8 Max Horz 24=282(LC 5) Max Uplift 24=-129(LC 6), 13=-125(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1907/229, 2-3=-3923/492, 3-4=-4018/594, 4-5=-3869/595, 5-6=-2905/428, 6-7=-2498/444, 7-9=-2500/446, 9-10=-2109/402, 10-11=-1883/334, 1-24=-1863/224 BOT CHORD 23-24=-281/233, 20-21=-461/2613, 18-20=-376/2167, 14-16=-176/1509, 13-14=-107/1159 WEBS 7-18=-428/224, 5-20=-474/234, 5-21=-234/960, 6-20=-53/861, 6-18=-248/639, 11-14=-128/688, 9-16=-915/343, 11-13=-2075/220, 16-18=-330/2077, 9-18=-158/642, 10-16=-257/1050, 2-23=-1616/259, 1-23=-159/1565, 21-23=-391/1658, 2-21=-286/1803 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) 24=129, 13=125. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss T15 Truss Type Piggyback Base Qty 5 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617052 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:13 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-gwOCGP_dDz2eYuckjfDEdqLZk3pylCmxx9vW1Xy7mXy Scale = 1:69.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x6 5x8 3x6 5x8 3x6 2x4 3x4 4x6 3x4 2x4 3x12 4x6 10x10 4x6 3x6 7-2-0 7-2-0 14-1-9 6-11-8 22-7-9 8-6-0 31-1-9 8-6-0 35-9-0 4-7-7 7-2-0 7-2-0 14-1-9 6-11-8 22-7-9 8-6-0 31-1-9 8-6-0 35-9-0 4-7-7 0-10-1110-3-127-2-1210-3-118.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [4:0-5-12,0-2-0], [7:0-5-12,0-2-0], [8:Edge,0-1-12], [12:0-3-0,0-1-8], [15:0-3-0,0-1-12], [16:Edge,0-8-2], [16:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.74 0.56 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.29 0.05 (loc) 12-14 12-14 9 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* 2-15,1-16,8-9,1-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-10 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-14, 4-12, 5-12, 7-12, 7-10, 8-9 REACTIONS.(lb/size) 9=1312/0-3-0, 16=1312/0-3-8 Max Horz 16=317(LC 5) Max Uplift 9=-117(LC 5), 16=-107(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1828/260, 2-4=-1473/297, 4-5=-1131/301, 5-7=-1131/301, 7-8=-710/212, 1-16=-1242/204, 8-9=-1282/213 BOT CHORD 15-16=-324/292, 14-15=-342/1442, 12-14=-288/1136, 10-12=-142/535 WEBS 2-14=-392/179, 4-14=-17/473, 5-12=-530/281, 7-12=-225/939, 7-10=-678/239, 1-15=-72/1155, 8-10=-173/982 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) except (jt=lb) 9=117, 16=107. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss T16 Truss Type Piggyback Base Qty 6 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617053 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:14 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-86yaTl?F_HAVA2BxHMkU92ujlT6WUd?4Apf3Zzy7mXx Scale = 1:75.4 12 3 45 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 233x6 5x8 3x6 5x6 2x4 2x4 3x6 5x8 2x4 2x4 3x6 2x4 4x6 3x4 4x6 3x8 4x6 4x8 4x6 2x4 4x6 4x8 5x12 1-0-0 1-0-0 2-2-0 1-2-0 8-1-12 5-11-12 14-9-8 6-7-12 22-11-8 8-2-0 31-1-9 8-2-0 35-9-0 4-7-7 1-0-0 1-0-0 2-2-0 1-2-0 8-1-12 5-11-12 14-1-9 5-11-12 14-9-8 0-7-15 22-11-8 8-2-0 31-1-9 8-2-0 35-9-0 4-7-7 0-10-1110-3-127-2-120-8-010-3-118.00 12 Plate Offsets (X,Y)-- [4:0-1-8,0-1-8], [6:0-4-12,0-2-0], [10:0-4-4,0-2-4], [11:Edge,0-1-12], [15:0-3-0,0-1-8], [17:0-2-4,0-2-8], [19:0-7-4,0-2-12] 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 0.78 0.73 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.49 0.15 (loc) 15-16 15-16 12 l/defl >999 >860 n/a L/d 240 180 n/a PLATES MT20 Weight: 197 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* 7-16,8-17,8-15,8-13,10-13,11-13,4-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-3 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-17, 8-13, 11-12, 4-17 JOINTS 1 Brace at Jt(s): 23 REACTIONS.(lb/size) 22=1310/Mechanical, 12=1311/0-3-0 Max Horz 22=317(LC 5) Max Uplift 22=-108(LC 6), 12=-118(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1052/143, 2-3=-2386/357, 3-4=-1970/288, 4-6=-1510/310, 6-7=-1496/368, 7-8=-1214/310, 8-10=-543/211, 10-11=-694/213, 1-22=-1233/165, 11-12=-1277/216 BOT CHORD 21-22=-315/235, 18-19=-627/2129, 17-18=-370/1565, 13-15=-283/1118 WEBS 17-23=-9/471, 7-23=0/261, 3-18=-574/261, 4-18=0/363, 15-17=-310/1211, 8-15=0/302, 8-13=-939/220, 11-13=-174/976, 4-17=-487/164, 6-23=-128/444, 2-21=-1128/245, 1-21=-85/860, 19-21=-375/874, 2-19=-312/1392 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=108, 12=118. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss T18 Truss Type PIGGYBACK BASE Qty 3 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617054 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:15 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-cIWyh50tlaIMnCm7r3FjiFRvhtTtD7nDPTOd5Qy7mXw Scale = 1:79.2 1 2 3 4 5 6 7 8 9 10 1112 19 18 17 16 15 14 13 3x6 5x6 5x6 3x6 3x6 5x8 2x4 3x6 3x6 3x6 4x6 3x6 2x4 10x10 3x8 3x4 10-0-8 10-0-8 19-6-8 9-6-0 19-10-8 0-4-0 31-5-4 11-6-12 40-6-0 9-0-12 -1-4-0 1-4-0 7-4-12 7-4-12 14-7-0 7-2-4 19-10-8 5-3-8 22-7-0 2-8-8 31-5-4 8-10-4 40-6-0 9-0-12 41-6-0 1-0-0 0-10-1110-7-612-7-60-8-02-0-012-7-68.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-3], [5:0-3-12,0-2-0], [7:0-3-12,0-1-12], [11:0-3-13,Edge], [19:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.71 0.66 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.39 -0.98 0.04 (loc) 13-15 13-15 11 l/defl >629 >252 n/a L/d 240 180 n/a PLATES MT20 Weight: 205 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 16-17: 2x4 SPF No.2, 14-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-18,9-13,2-19: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-15, 5-16, 7-15, 7-13, 3-19 REACTIONS.(lb/size) 16=1411/0-3-8, 19=855/0-3-8, 11=849/0-3-8 Max Horz 19=-281(LC 4) Max Uplift 16=-38(LC 5), 19=-202(LC 6), 11=-263(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-509/170, 3-5=-797/392, 5-6=-81/392, 6-7=-83/393, 7-9=-1054/591, 9-11=-1005/355, 2-19=-489/208 BOT CHORD 18-19=-143/710, 16-18=-45/334, 11-13=-159/754 WEBS 15-16=0/686, 3-18=-323/236, 5-18=-72/595, 5-16=-569/145, 7-15=-603/51, 7-13=-267/962, 9-13=-523/351, 3-19=-466/171 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 19=202, 11=263. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss T19 Truss Type HIP Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617055 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:16 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-4V4KuR1VWuQDPMLJOnmyETz3DHknyaKNd78Adsy7mXv Scale = 1:81.2 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 3x6 5x6 5x6 3x6 3x6 2x4 3x6 6x16 3x6 4x6 5x8 2x4 3x6 2x4 10x10 4x8 3x4 10-0-8 10-0-8 19-6-8 9-6-0 19-10-8 0-4-0 28-1-5 8-2-13 34-2-7 6-1-1 40-6-0 6-3-9 -1-4-0 1-4-0 7-8-2 7-8-2 15-1-12 7-5-10 19-10-8 4-8-12 22-0-4 2-1-12 28-1-5 6-1-1 34-2-7 6-1-1 40-6-0 6-3-9 41-6-0 1-0-0 0-10-1110-9-1212-11-130-8-02-0-012-9-128.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [2:0-1-12,0-1-3], [5:0-3-0,0-1-12], [7:0-3-0,0-1-12], [12:0-3-13,Edge], [15:0-7-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.79 1.00 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.73 0.03 (loc) 17-19 17-19 12 l/defl >830 >329 n/a L/d 240 180 n/a PLATES MT20 Weight: 212 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* 3-19,10-15,10-14,2-20: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-16, 5-17, 7-16, 7-15, 8-15, 3-20 REACTIONS.(lb/size) 17=1414/0-3-8, 20=854/0-3-8, 12=847/0-3-8 Max Horz 20=-287(LC 4) Max Uplift 17=-13(LC 5), 20=-203(LC 6), 12=-264(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-544/179, 3-5=-798/405, 5-6=-78/393, 6-7=-80/394, 7-8=-748/552, 8-10=-723/388, 10-12=-1045/370, 2-20=-512/217 BOT CHORD 19-20=-143/701, 17-19=-41/305, 14-15=-198/811, 12-14=-198/811 WEBS 16-17=0/663, 3-19=-337/243, 5-19=-90/600, 5-17=-574/152, 7-16=-597/12, 7-15=-242/841, 8-15=-354/233, 10-15=-362/137, 3-20=-421/173 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 20=203, 12=264. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss T20 Truss Type HIP Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617056 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:17 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-Yhej6n18HCY41WwVyUHBngWFlg9_h0oWsntjAIy7mXu Scale = 1:75.4 1 2 3 4 5 6 7 8 9 10 1112 19 18 17 16 15 14 13 3x6 5x6 5x6 3x6 3x6 2x4 3x6 3x6 3x6 4x6 5x8 3x6 2x4 8x8 4x8 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 -1-4-0 1-4-0 6-2-2 6-2-2 12-1-12 5-11-10 25-0-4 12-10-8 32-7-14 7-7-10 40-6-0 7-10-2 41-6-0 1-0-0 0-10-118-9-1210-11-140-8-02-0-010-9-128.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-0], [2:0-1-12,0-1-3], [5:0-3-4,0-1-12], [7:0-3-0,0-1-12], [11:0-3-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.74 0.69 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.70 0.02 (loc) 13-15 13-15 11 l/defl >874 >350 n/a L/d 240 180 n/a PLATES MT20 Weight: 183 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-19,11-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-18,9-13,2-19,3-19: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-15, 5-16, 7-15 REACTIONS.(lb/size) 16=1520/0-3-8, 19=802/0-3-8, 11=798/0-3-8 Max Horz 19=-240(LC 4) Max Uplift 16=-99(LC 5), 19=-180(LC 6), 11=-225(LC 7) Max Grav 16=1520(LC 1), 19=802(LC 1), 11=798(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-450/117, 3-5=-690/292, 5-6=-20/337, 6-7=-19/338, 7-9=-763/383, 9-11=-911/313, 2-19=-442/171 BOT CHORD 18-19=-134/652, 16-18=-76/405, 11-13=-137/694 WEBS 15-16=0/609, 6-16=-405/218, 5-18=0/525, 5-16=-610/112, 9-13=-383/246, 7-13=-93/656, 7-15=-589/0, 3-19=-447/167 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 19=180, 11=225. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss T21 Truss Type COMMON Qty 4 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617057 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:18 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-0tB5J62m2VgxegViWCoQKu3SB4SdQVtg5RdHily7mXt Scale = 1:78.5 1 2 3 4 5 6 7 8 9 12 11 1013 14 15 16 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 100 lb uplift at joint(s) except (jt=lb) 12=105, 10=105. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss T22 Truss Type COMMON Qty 3 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617058 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:19 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-V4lTXS3OppooGp4u4vKfs5be7Unc9yCpK5MqEBy7mXs Scale = 1:78.5 1 2 3 4 5 6 7 8 11 10 912 13 14 15 3x6 4x6 3x6 6x16 4x6 4x6 4x8 3x6 3x6 4x8 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)-- [4:0-3-0,0-1-12], [9:Edge,0-1-12], [11:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.55 0.87 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -0.85 0.03 (loc) 9-10 9-10 9 l/defl >710 >333 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-4 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, 2-11, 6-9 REACTIONS.(lb/size) 11=1070/0-3-8, 9=1135/0-3-8 Max Horz 11=-320(LC 4) Max Uplift 11=-72(LC 7), 9=-105(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-640/127, 2-4=-917/223, 4-6=-916/221, 6-7=-680/190, 1-11=-521/131, 7-9=-617/220 BOT CHORD 10-11=-128/708, 9-10=-6/703 WEBS 4-10=-179/821, 6-10=-230/252, 2-10=-237/256, 2-11=-490/86, 6-9=-449/90 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 9=105. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss T23 Truss Type Common Qty 2 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617059 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:20 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-zGJrko40a7wfuze4ddruPI8ncu8ruPWyYl6Omdy7mXr Scale = 1:78.5 1 2 3 4 5 6 7 8 11 10 912 13 14 15 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 3-10, 5-10 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 1-3=-1087/173, 3-4=-884/220, 4-5=-889/221, 5-7=-1102/174, 1-11=-863/160, 7-9=-930/206 BOT CHORD 10-11=-131/674, 9-10=-4/690 WEBS 3-10=-211/251, 4-10=-178/769, 5-10=-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 100 lb uplift at joint(s) 11 except (jt=lb) 9=104. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss T24 Truss Type Common Qty 3 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617060 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:21 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-RStDx84eLQ2WV7DHBKM7xWhtoIT5drM6nPrxJ4y7mXq Scale = 1:78.5 1 2 3 4 5 6 7 10 9 811 12 13 14 3x6 4x6 3x6 4x6 6x16 4x6 3x6 8x8 4x8 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)-- [4:0-3-0,0-1-12], [7:0-1-12,0-1-12], [8:Edge,0-3-0], [10:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.99 0.87 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.42 -0.92 0.02 (loc) 8-9 8-9 8 l/defl >667 >307 n/a L/d 240 180 n/a PLATES MT20 Weight: 121 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* 1-10: 2x4 SPF-S Stud 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 2-9, 6-9, 2-10, 6-8 REACTIONS.(lb/size) 8=1064/0-5-8, 10=1069/Mechanical Max Horz 10=-306(LC 4) Max Uplift 8=-71(LC 6), 10=-73(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-468/138, 2-4=-907/226, 4-6=-913/223, 6-7=-786/127, 1-10=-399/137, 7-8=-625/132 BOT CHORD 9-10=-138/678, 8-9=-28/718 WEBS 2-9=-209/253, 4-9=-186/822, 6-9=-254/260, 2-10=-646/69, 6-8=-345/113 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 100 lb uplift at joint(s) 8, 10. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss T25 Truss Type PIGGYBACK BASE Qty 5 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617061 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:22 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-vfRc9U5G6kAN7HoTl1tMUjD5whqlMCbF03bUrWy7mXp Scale = 1:93.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 5x6 5x6 3x6 5x8 3x6 3x4 2x4 2x4 3x6 6x8 2x4 2x4 3x6 3x6 3x6 5x8 3x6 3x8 3x4 4x6 4x10 4x6 4x10 5x12 1-5-0 1-5-0 3-2-0 1-9-0 12-4-3 9-2-3 21-6-6 9-2-3 28-11-14 7-5-8 36-5-7 7-5-8 45-7-0 9-1-9 50-7-0 5-0-0 1-5-0 1-5-0 8-7-12 7-2-12 14-1-9 5-5-12 28-11-14 14-10-6 36-5-7 7-5-8 43-4-15 6-11-9 50-7-0 7-2-1 51-11-0 1-4-0 0-10-1110-3-120-10-111-0-010-3-118.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-1-12], [4:0-2-5,0-3-0], [6:0-3-8,0-1-12], [10:0-5-12,0-2-0], [12:0-3-12,0-1-8], [13:0-1-3,0-1-12], [15:0-0-0,0-1-12], [15:Edge,0-3-8], [19:0-4-0 ,0-1-12], [21:0-2-4,0-3-4], [24:0-5-8,0-3-0], [26:0-5-0,0-1-12] 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 0.77 0.78 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.72 0.22 (loc) 21-23 21-23 16 l/defl >999 >751 n/a L/d 240 180 n/a PLATES MT20 Weight: 251 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-24: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 7-20,6-23,6-21,9-19,10-17,12-17,10-19,9-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-13 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-11-10 oc bracing: 21-23 6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 7-20, 9-19, 10-17, 12-16 REACTIONS.(lb/size) 27=1650/0-3-8, 16=2153/0-3-8 Max Horz 27=-256(LC 4) Max Uplift 27=-128(LC 6), 16=-292(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1613/215, 2-3=-3301/425, 3-4=-3406/520, 4-5=-3240/521, 5-6=-2367/390, 6-7=-2056/401, 7-9=-2058/404, 9-10=-1708/358, 10-12=-1483/256, 12-13=-229/501, 1-27=-1579/209 BOT CHORD 26-27=-230/253, 23-24=-402/2154, 21-23=-321/1769, 17-19=-132/1128, 16-17=-21/442, 15-16=-310/292 WEBS 7-21=-429/224, 5-23=-453/230, 6-23=-49/641, 5-24=-210/869, 6-21=-248/570, 9-19=-856/337, 10-17=-365/189, 12-17=-142/865, 12-16=-2073/497, 10-19=-256/997, 9-21=-147/563, 19-21=-284/1669, 2-26=-1357/232, 24-26=-336/1399, 2-24=-257/1516, 1-26=-146/1318 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) except (jt=lb) 27=128, 16=292. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 FISCHER TLR-024 Job Reference (optional) I35617062 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:23 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-Nr?_Mq6ut2JElRNfJlOb1xmMp5A25hEPEjK2Nyy7mXo Scale = 1:70.5 1 2 3 4 5 6 7 11 10 9 81213 14 15 16 17 18 19 20 4x6 5x6 4x6 4x8 6x8 4x10 5x8 4x10 3x4 3x6 5x12 8-0-14 8-0-14 14-4-12 6-3-14 23-9-10 9-4-14 31-10-8 8-0-14 8-0-14 8-0-14 15-11-4 7-10-6 23-9-10 7-10-6 31-10-8 8-0-14 0-10-1111-6-30-10-118.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [6:0-1-12,0-2-0], [7:1-0-0,0-0-13], [8:0-6-4,0-2-0], [10:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.44 0.77 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.34 0.02 (loc) 8-10 8-10 7 l/defl >999 >617 n/a L/d 240 180 n/a PLATES MT20 Weight: 423 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 6-10: 2x4 SPF 2100F 1.8E, 2-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-10 REACTIONS.(lb/size) 1=-442/0-3-8, 10=8454/0-4-0, 7=4958/0-3-8 Max Horz 1=254(LC 4) Max Uplift 1=-713(LC 10), 10=-863(LC 5), 7=-506(LC 6) Max Grav 1=184(LC 3), 10=8454(LC 1), 7=4966(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-237/1605, 2-4=-127/1452, 4-6=-83/1155, 6-7=-5792/598 BOT CHORD 1-11=-1267/411, 10-11=-1267/411, 8-10=-390/4671, 7-8=-390/4671 WEBS 4-10=-1713/176, 6-10=-6474/797, 6-8=-565/6709, 2-10=-232/271, 2-11=-472/164 NOTES-(9-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=713, 10=863, 7=506. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1292 lb down and 133 lb up at 15-9-12, 1290 lb down and 134 lb up at 17-9-12, 1290 lb down and 134 lb up at 19-9-12, 1290 lb down and 134 lb up at 21-9-12, 1290 lb down and 134 lb up at 23-9-12, 1290 lb down and 134 lb up at 25-9-12, and 1290 lb down and 134 lb up at 27-9-12, and 1292 lb down and 133 lb up at 29-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) StandardContinued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 FISCHER TLR-024 Job Reference (optional) I35617062 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:23 2018 Page 2 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-Nr?_Mq6ut2JElRNfJlOb1xmMp5A25hEPEjK2Nyy7mXo LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 1-12=-20, 11-12=-60, 11-15=-20, 15-18=-60, 7-18=-20 Concentrated Loads (lb) Vert: 9=-1292 8=-1290(F) 13=-1290(F) 14=-1290(F) 16=-1290(F) 17=-1290(F) 19=-1290(F) 20=-1292 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803712 Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 FISCHER TLR-024 Job Reference (optional) I35617063 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 13:48:58 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-OBAST0r3JuWLB4bEIWQbH8cPc7LXoJjxMM4ZeIy7j?J Scale = 1:87.6 1 2 3 4 5 8 7 69 10 11 12 13 14 3x6 4x8 3x4 5x12 12x12 4x6 8x8 6x16 6x16 4x6 10x10 4-8-13 4-8-13 9-3-3 4-6-5 14-0-0 4-8-13 6-6-8 6-6-8 12-10-8 6-4-0 14-0-0 1-1-8 1-0-013-10-812-9-012.00 12 Plate Offsets (X,Y)-- [1:0-7-1,0-2-12], [2:0-1-0,0-2-0], [4:0-2-12,Edge], [7:0-5-0,0-4-12], [8:0-0-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.58 0.62 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.21 0.01 (loc) 7-8 7-8 6 l/defl >999 >781 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 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud, 4-6: 2x4 SPF 2100F 1.8E SLIDER Left 2x10 SP 2400F 2.0E 4-9-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS.(lb/size) 1=5379/0-3-8, 6=5573/0-3-8 Max Horz 1=464(LC 4) Max Uplift 1=-385(LC 3), 6=-615(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5900/498, 2-3=-3065/348, 3-4=-2927/381, 4-5=-249/302, 5-6=-261/301 BOT CHORD 1-9=-504/3914, 9-10=-504/3914, 8-10=-504/3914, 8-11=-424/2883, 11-12=-424/2883, 7-12=-424/2883, 7-13=-150/341, 13-14=-150/341, 6-14=-150/341 WEBS 2-8=-318/4056, 2-7=-2275/441, 4-7=-758/6661, 4-6=-4511/764 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: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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 385 lb uplift at joint 1 and 615 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1654 lb down and 136 lb up at 2-0-12, 1654 lb down and 136 lb up at 4-0-12, 1654 lb down and 136 lb up at 6-0-12, 1654 lb down and 136 lb up at 8-0-12, and 1654 lb down and 136 lb up at 10-0-12, and 1654 lb down and 136 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 FISCHER TLR-024 Job Reference (optional) I35617063 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 13:48:58 2018 Page 2 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-OBAST0r3JuWLB4bEIWQbH8cPc7LXoJjxMM4ZeIy7j?J LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 1-6=-20 Concentrated Loads (lb) Vert: 9=-1654 10=-1654 11=-1654 12=-1654 13=-1654 14=-1654 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803712 Truss TG03 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617064 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:25 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-JE6knW89OfZx_kX2QAQ36MrZwvsVZdfii1p9Sry7mXm Scale = 1:78.6 1 2 3 4 5 6 7 8 9 1016 15 14 13 12 11 17 18 3x6 5x6 8x8 3x6 6x8 8x8 2x4 4x6 6x8 4x6 2x4 8x8 2x4 5x8 5x8 10-0-8 10-0-8 19-6-8 9-6-0 19-10-8 0-4-0 31-5-3 11-6-11 40-6-0 9-0-13 -1-4-0 1-4-0 7-4-12 7-4-12 14-7-0 7-2-4 19-10-8 5-3-8 22-7-0 2-8-8 31-5-3 8-10-4 40-6-0 9-0-13 0-10-1110-7-612-7-60-8-02-0-012-7-68.00 12 Plate Offsets (X,Y)-- [2:0-1-11,0-2-8], [5:0-3-12,0-2-0], [7:0-5-12,0-2-0], [11:0-3-8,0-4-12], [13:Edge,0-2-8], [16:0-3-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.98 0.71 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.30 -0.05 (loc) 10-11 10-11 10 l/defl >999 >810 n/a L/d 240 180 n/a PLATES MT20 Weight: 293 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x10 SP No.1 *Except* 2-15,10-12: 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-16,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-9-12 oc bracing: 10-11. WEBS 1 Row at midpt 6-13, 5-14, 7-11, 7-13 REACTIONS.(lb/size) 14=1893/0-3-8, 10=2490/0-3-8, 2=765/0-3-8 Max Horz 2=-269(LC 3) Max Uplift 14=-25(LC 4), 10=-352(LC 6), 2=-204(LC 13) Max Grav 14=1893(LC 1), 10=2490(LC 10), 2=779(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-871/273, 3-5=-684/325, 5-6=-15/367, 6-7=-16/369, 7-9=-1754/625, 9-10=-1739/388 BOT CHORD 2-16=-152/617, 10-11=-212/1333 WEBS 13-14=-24/1052, 6-14=-254/153, 3-16=-324/233, 5-16=-73/603, 5-14=-631/120, 7-11=-343/2016, 9-11=-514/348, 7-13=-1046/84 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 10=352, 2=204. 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) 1044 lb down and 83 lb up at 36-5-4, and 1044 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 Job B18803712 Truss TG03 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617064 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:25 2018 Page 2 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-JE6knW89OfZx_kX2QAQ36MrZwvsVZdfii1p9Sry7mXm 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, 5-7=-54, 7-10=-54, 2-14=-20, 10-13=-20 Concentrated Loads (lb) Vert: 17=-1044(F) 18=-1044(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803712 Truss V01 Truss Type Valley Qty 1 Ply 1 FISCHER TLR-024 Job Reference (optional) I35617065 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 18 09:47:25 2018 Page 1 Builders First Source, mooresville,in ID:Bmi3boglwa6?SKeCrMYZa8yDPA4-JE6knW89OfZx_kX2QAQ36MrkFv_bZmUii1p9Sry7mXm Scale = 1:28.2 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 100 lb uplift at joint(s) 5 except (jt=lb) 7=166, 6=227. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 18,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS 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 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL 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.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 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"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. 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 InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge 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 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 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 System General 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.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses 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.