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HomeMy WebLinkAboutOBF-093 Seal Truss Drawings16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). July 1,2019 Liu, Xuegang Pages or sheets covered by this seal: I37638200 thru I37638228 My license renewal date for the state of Indiana is July 31, 2020. B19901922 FISCHER OBF-093 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638200 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:13 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-pOcF0jdGYlsJoHRCNOA?M5mmCkA3wL1puQVRS6z0R_8 Scale = 1:12.7 1 2 3 4 7 6 52x4 3x4 2x4 2x4 2-1-5 2-0-9 -2-2-13 2-2-13 2-1-5 2-1-5 1-0-01-11-55.37 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.41 0.07 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 7 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=281/0-6-5, 6=-18/Mechanical Max Horz 7=61(LC 6) Max Uplift 7=-128(LC 6), 6=-18(LC 1) Max Grav 7=281(LC 1), 6=38(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 7 and 18 lb uplift at joint 6. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss GE01 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638201 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:13 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-pOcF0jdGYlsJoHRCNOA?M5moBk9twFqpuQVRS6z0R_8 Scale = 1:46.5 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-3-0 11-3-0 -1-0-0 1-0-0 5-7-8 5-7-8 11-3-0 5-7-8 12-3-0 1-0-0 2-0-07-7-82-0-012.00 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 0.28 0.15 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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 11-3-0. (lb) - Max Horz 20=-192(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-187(LC 4), 12=-181(LC 5), 19=-186(LC 5), 13=-181(LC 4) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 except 16=264(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-25/272, 6-7=-25/272 WEBS 6-16=-319/0 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) 17, 18, 15, 14 except (jt=lb) 20=187, 12=181, 19=186, 13=181. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss GE02 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638202 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:16 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-EzHNekf9rgEufkAn2Wji_kOCDx4X7YWGaOk53Rz0R_5 Scale = 1:85.6 1 2 3 4 5 6 7 89 19 18 17 16 15 14 13 12 11 10 20 4x6 3x6 3x6 3x6 3x4 3x6 3x8 3x4 5x6 3x4 7-5-79-10-8 10-10-12 10-10-12 23-1-8 12-2-12 -1-0-0 1-0-0 5-6-10 5-6-10 10-10-12 5-4-2 16-11-14 6-1-2 23-1-8 6-1-10 23-9-8 0-8-0 2-0-012-10-120-8-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [3:0-3-0,0-3-4], [8:0-3-8,Edge], [21:0-1-4,0-1-4] 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-MSH 0.74 0.60 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.61 0.01 (loc) 18-19 18-19 8 l/defl >522 >210 n/a L/d 240 180 n/a PLATES MT20 Weight: 165 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* 2-19,3-20: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 21-28: 2x4 SPF No.2 SLIDER Right 2x4 SPF-S Stud 1-6-0 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 4-20, 6-18 JOINTS 1 Brace at Jt(s): 20 REACTIONS.All bearings 12-2-0 except (jt=length) 19=0-3-8. (lb) - Max Horz 19=-304(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 18, 11, 10 except 19=-241(LC 6), 8=-224(LC 6), 16=-684(LC 2) Max Grav All reactions 250 lb or less at joint(s) 14, 13, 12, 11, 10 except 19=476(LC 1), 18=824(LC 1), 8=400(LC 11), 15=528(LC 2), 8=383(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-322/285, 3-4=-133/318, 4-6=-198/373, 6-8=-392/334, 2-19=-380/299 BOT CHORD 18-19=-283/333 WEBS 18-20=-381/85, 4-20=-364/127, 6-18=-251/245 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11, 10 except (jt=lb) 19=241, 8=224, 16=684, 8=224. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss GE03 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638203 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:17 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-i9rls4gnc_MlHulzcEFxXxxW_LX2s7sPo2Tecuz0R_4 Scale = 1:38.0 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-4-0 10-4-0 -1-0-0 1-0-0 5-2-0 5-2-0 10-4-0 5-2-0 11-4-0 1-0-0 1-0-06-2-01-0-012.00 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 0.17 0.07 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-4-0. (lb) - Max Horz 20=-148(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 12, 17, 18, 15, 14, 13 except 20=-110(LC 4), 19=-107(LC 5) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(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) 12, 17, 18, 15, 14, 13 except (jt=lb) 20=110, 19=107. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss GE04 Truss Type Valley Qty 1 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638204 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:18 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-AMP83QhPNIUcv2K9AxmA39ThxltnbbtY1iDC8Kz0R_3 Scale = 1:16.3 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 4-3-13 4-3-13 0-0-42-8-67.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.15 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 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 4-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=75/4-3-13, 4=9/4-3-13, 5=187/4-3-13 Max Horz 1=69(LC 5) Max Uplift 4=-10(LC 5), 5=-56(LC 6) Max Grav 1=75(LC 1), 4=16(LC 4), 5=187(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 4, 5. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss GE05 Truss Type Valley Qty 1 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638205 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:19 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-eYzWHmi18bcTWCvMjfHPcM0pZ9CuK1HiGMylgmz0R_2 Scale = 1:46.9 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 113x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-2-13 13-2-13 0-0-48-3-47.50 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 0.35 0.17 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-11 REACTIONS.All bearings 13-2-13. (lb) - Max Horz 1=237(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 12, 13, 14, 15, 16, 17, 18, 19 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 12, 13, 14, 15, 16, 17, 18, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(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, 11, 12, 13, 14, 15, 16, 17, 18, 19. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss GE06 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638206 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:21 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-bx5GiSjHfDsBmV3kr4Jthn5Bgyvtowr?jgRslfz0R_0 Scale = 1:78.7 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 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 3x6 3x6 5x6 3x6 3x6 3x6 3x6 35-8-8 35-8-8 -1-0-0 1-0-0 17-10-4 17-10-4 35-8-8 17-10-4 36-8-8 1-0-0 0-8-012-6-130-8-08.00 12 Plate Offsets (X,Y)-- [22:0-0-0,0-0-0] 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 0.19 0.07 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 31 31 32 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 266 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 16-46,15-47,14-48,13-49,12-50,17-45,18-44,19-43,20-42: 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 16-46, 15-47, 14-48, 13-49, 12-50, 17-45, 18-44, 19-43, 20-42 REACTIONS.All bearings 35-8-8. (lb) - Max Horz 60=292(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 32, 47, 48, 49, 50, 52, 53, 54, 55, 56, 57, 58, 44, 43, 42, 40, 39, 38, 37, 36, 35, 34, 33 except 60=-130(LC 4), 59=-106(LC 5) Max Grav All reactions 250 lb or less at joint(s) 60, 32, 46, 47, 48, 49, 50, 52, 53, 54, 55, 56, 57, 58, 59, 45, 44, 43, 42, 40, 39, 38, 37, 36, 35, 34, 33 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-258/187, 14-15=-22/254, 15-16=-23/264, 16-17=-23/264, 17-18=-22/254 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) 32, 47, 48, 49, 50, 52, 53, 54, 55, 56, 57, 58, 44, 43, 42, 40, 39, 38, 37, 36, 35, 34, 33 except (jt=lb) 60=130, 59=106. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss GE07 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638207 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:24 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-?VmPKTlAy8FmdznJWCtaJQjWnAlC?6BRPegWK_z0Qzz Scale = 1:86.3 1 2 3 4 5 6 7 8 9 10 11 12 2019 18 17 16 15 14 13 53 3x6 5x6 3x4 3x6 3x8 3x6 5x8 3x8 4x6 3x6 4x8 6x10 4x6 3x6 3x6 4x10 3x8 5x12 5-6-127-0-12 0-11-0 0-11-0 2-2-0 1-3-0 8-1-12 5-11-12 14-1-8 5-11-12 24-8-4 10-6-12 35-5-8 10-9-4 0-11-0 0-11-0 2-2-0 1-3-0 8-1-12 5-11-12 14-1-8 5-11-12 17-10-4 3-8-12 26-6-10 8-8-6 35-5-8 8-10-14 0-8-012-6-130-10-00-8-08.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-1], [2:0-2-10,0-2-0], [8:0-1-12,0-1-0], [12:0-5-13,Edge], [13:0-2-4,0-2-0], [16:0-2-8,0-2-8], [18:0-7-4,0-3-0], [20:0-3-8,0-1-8], [21:0-1-10,0-1-0], [22:0-0-5,0-0-10], [23:0-1-11,0-1-0], [24:0-2-8,0-1-8] 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-MSH 0.90 0.80 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -1.08 0.17 (loc) 13-15 13-15 12 l/defl >999 >396 n/a L/d 240 180 n/a PLATES MT20 Weight: 249 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 7-15,13-16,8-16,8-13: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x3 SPF No.2 0-11-4, Right 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-2-4 oc bracing: 17-18. WEBS 1 Row at midpt 7-15, 3-17, 8-13 REACTIONS.(lb/size)1=1310/0-3-8, 12=1311/0-3-8 Max Horz 1=276(LC 5) Max Uplift 1=-126(LC 6), 12=-124(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-865/126, 2-3=-3077/434, 3-4=-2078/274, 4-6=-1582/288, 6-7=-1382/278, 7-8=-1506/386, 8-10=-1713/386, 10-12=-1809/260 BOT CHORD 1-20=-202/1150, 17-18=-510/2733, 16-17=-188/1664, 12-13=-114/1421 WEBS 3-18=-33/504, 16-53=-251/164, 3-17=-1084/326, 4-17=0/389, 4-16=-564/165, 13-16=0/851, 8-16=-204/816, 8-13=-189/710, 10-13=-432/303, 2-20=-827/130, 18-20=-232/1316, 2-18=-285/1428 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=126, 12=124. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss GE08 Truss Type Roof Special Supported Gable Qty 1 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638208 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:26 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-xuu9l9nQUlVTsHxiedv2Orp2yzdMTCwktx9dPsz0Qzx Scale = 1:59.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x6 4x6 3x6 3x4 4x6 5x6 27-9-8 27-9-8 -1-0-0 1-0-0 13-2-11 13-2-11 27-9-8 14-6-13 0-8-09-5-120-4-88.00 12 7.50 12 Plate Offsets (X,Y)-- [7:0-2-2,0-0-0], [8:0-2-12,0-2-4], [8:0-0-0,0-1-12], [13:0-3-6,0-2-4], [18:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.15 0.05 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 1 1 23 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 166 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 13-34,12-35,14-32: 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 13-34, 12-35, 14-32 REACTIONS.All bearings 27-9-8. (lb) - Max Horz 44=224(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 23, 35, 36, 37, 38, 39, 40, 41, 42, 43, 32, 31, 30, 29, 28, 27, 26, 25, 24 except 44=-107(LC 4) Max Grav All reactions 250 lb or less at joint(s) 44, 23, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 32, 31, 30, 29, 28, 27, 26, 25, 24 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 35, 36, 37, 38, 39, 40, 41, 42, 43, 32, 31, 30, 29, 28, 27, 26, 25, 24 except (jt=lb) 44=107. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss GE09 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638209 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:28 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-tH0wArpg0MlB5a54l2xWTGuOfnIzx7B1KFekTlz0Qzv Scale = 1:28.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-8-0 15-8-0 -1-0-0 1-0-0 7-10-0 7-10-0 15-8-0 7-10-0 16-8-0 1-0-0 0-4-02-11-50-4-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.14 0.11 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-8-0. (lb) - Max Horz 2=34(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 14, 13 except 18=286(LC 1), 12=286(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(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) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 16, 17, 18, 14, 13, 12. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss GE10 Truss Type Common Structural Gable Qty 1 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638210 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:29 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-MTaINBpJngt2jkgHJlSl0TRaZBfEgaQAZvNH0Bz0Qzu Scale = 1:38.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 4x6 3x4 4x6 3x4 21-0-0 21-0-0 -1-0-0 1-0-0 10-6-0 10-6-0 21-0-0 10-6-0 22-0-0 1-0-0 0-6-05-9-00-6-06.00 12 Plate Offsets (X,Y)-- [23:0-0-0,0-1-12], [23:0-3-0,0-1-4], [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 0.06 0.04 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 16 16 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 92 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 21-0-0. (lb) - Max Horz 2=-59(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 26, 27, 28, 29, 30, 31, 24, 22, 21, 20, 19, 18, 16 Max Grav All reactions 250 lb or less at joint(s) 2, 25, 26, 27, 28, 29, 30, 31, 24, 22, 21, 20, 19, 18, 16 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 26, 27, 28, 29, 30, 31, 24, 22, 21, 20, 19, 18, 16. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss GE11 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638211 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:30 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-qf7gbXqxY_?vLuFTtT__YhzlJa_CP1RJoZ7qYdz0Qzt Scale = 1:11.6 1 2 3 4 2x4 2x4 2x4 -1-0-0 1-0-0 2-6-0 2-6-0 0-6-01-9-06.00 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 0.06 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=76/2-6-0, 2=153/2-6-0 Max Horz 2=48(LC 5) Max Uplift 4=-10(LC 6), 2=-49(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable 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) 4, 2. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss J01 Truss Type Jack-Open Truss Qty 5 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638212 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:30 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-qf7gbXqxY_?vLuFTtT__Yhzl0azvP13JoZ7qYdz0Qzt Scale = 1:12.9 1 2 3 4 2x4 2x4 2x4 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-6-02-0-00-3-86.00 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 0.08 0.08 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 2-4 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=175/0-3-8, 4=87/0-1-8 Max Horz 2=63(LC 6) Max Uplift 2=-48(LC 6), 4=-20(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss J02 Truss Type Jack-Open Truss Qty 1 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638213 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:31 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-Ish2otrZJH7my2qfQAVD5uWv3_Cp8UOT1DsO44z0Qzs Scale = 1:12.9 1 2 34 2x4 2x4 2x4 3-0-0 3-0-0 3-0-0 3-0-0 0-6-02-0-00-3-86.00 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.13 0.55 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 0.00 (loc) 1-3 1-3 l/defl >999 >884 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=203/0-3-8, 3=348/0-1-8 Max Horz 1=50(LC 5) Max Uplift 1=-12(LC 5), 3=-59(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 350 lb down and 42 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Concentrated Loads (lb) Vert: 4=-350 July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss T01 Truss Type Common Qty 4 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638214 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:32 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-m2FQ?DsB4bFdaCOs_t0Se62zaOTQtsXcFtcxcWz0Qzr Scale = 1:70.9 1 2 3 4 5 6 7 8 9 13 12 11 1014151617 3x6 4x6 3x6 5x12 3x8 3x8 2x4 2x4 5x12 10-6-0 10-6-0 21-0-0 10-6-0 -1-0-0 1-0-0 5-4-4 5-4-4 10-6-0 5-1-12 15-7-12 5-1-12 21-0-0 5-4-4 22-0-0 1-0-0 1-0-011-6-01-0-012.00 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], [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 0.59 0.84 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.61 0.02 (loc) 10-12 10-12 10 l/defl >882 >406 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-12: 2x4 SPF No.2, 2-13,8-10: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=982/0-3-8, 10=982/0-3-8 Max Horz 13=272(LC 5) Max Uplift 13=-97(LC 6), 10=-97(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-945/152, 3-5=-760/195, 5-7=-760/195, 7-8=-945/152, 2-13=-816/186, 8-10=-816/186 BOT CHORD 12-13=-113/582, 10-12=0/582 WEBS 5-12=-159/649 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) 13, 10. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss T02 Truss Type COMMON TRUSS Qty 1 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638215 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:32 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-m2FQ?DsB4bFdaCOs_t0Se62?oOUltsScFtcxcWz0Qzr Scale = 1:70.9 1 2 3 4 5 9 8 7 610111213 5x12 4x6 5x12 3x6 3x8 2x4 2x4 10-6-0 10-6-0 21-0-0 10-6-0 5-4-4 5-4-4 10-6-0 5-1-12 15-7-12 5-1-12 21-0-0 5-4-4 1-0-011-6-01-0-012.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-12], [5:0-1-12,0-1-12], [5:0-3-8,Edge], [6:0-0-0,0-1-12], [9:0-0-0,0-1-12] 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 0.45 0.82 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.61 0.02 (loc) 8-9 8-9 6 l/defl >870 >405 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 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* 3-8: 2x4 SPF No.2, 1-9,5-6: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=921/0-3-8, 9=921/0-3-8 Max Horz 9=268(LC 5) Max Uplift 6=-64(LC 6), 9=-64(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-947/153, 2-3=-763/196, 3-4=-763/196, 4-5=-947/153, 1-9=-749/143, 5-6=-749/143 BOT CHORD 8-9=-126/591, 6-8=-20/591 WEBS 3-8=-161/656 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) 6, 9. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss T03 Truss Type COMMON Qty 6 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638216 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:33 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-EEppDYsprvNUCLz2YbXhAJbDFor3cKLmUXLV9yz0Qzq Scale = 1:38.4 1 2 3 4 5 6 7 9 8 5x8 3x6 3x8 4x6 2x4 2x4 5x8 10-6-0 10-6-0 21-0-0 10-6-0 -1-0-0 1-0-0 5-4-7 5-4-7 10-6-0 5-1-9 15-7-9 5-1-9 21-0-0 5-4-7 22-0-0 1-0-0 0-6-05-9-00-6-06.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-1-1], [6:0-0-4,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.28 0.75 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.47 0.04 (loc) 9-15 9-15 6 l/defl >999 >535 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)2=831/0-3-8, 6=831/0-3-8 Max Horz 2=-62(LC 7) Max Uplift 2=-114(LC 6), 6=-114(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1269/283, 3-4=-957/201, 4-5=-957/201, 5-6=-1269/283 BOT CHORD 2-9=-166/1088, 6-9=-166/1088 WEBS 4-9=-31/571, 5-9=-351/176, 3-9=-351/176 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=114, 6=114. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss T04 Truss Type Common Truss Qty 4 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638217 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:34 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-iRNBQutRbCVLpVYE6I2wjX8InCAyLm6vjB52hOz0Qzp Scale = 1:70.9 1 2 3 4 5 9 8 7 6 10 11 12 13 5x12 4x6 4x8 3x6 3x8 2x4 2x4 4x8 10-6-0 10-6-0 20-8-0 10-2-0 21-0-0 0-4-0 5-4-4 5-4-4 10-6-0 5-1-12 15-7-12 5-1-12 20-8-0 5-0-4 21-0-0 0-4-0 1-0-011-6-00-3-812.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-12], [5:0-4-15,0-0-0], [6:0-3-8,Edge], [9:0-0-0,0-1-12] 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 0.67 0.78 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.69 0.02 (loc) 8-9 8-9 6 l/defl >760 >352 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 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* 3-8: 2x4 SPF No.2, 1-9,5-6: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=906/0-3-8, 6=911/0-3-8 Max Horz 9=272(LC 5) Max Uplift 9=-62(LC 7), 6=-64(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-924/151, 2-3=-739/195, 3-4=-731/193, 4-5=-905/150, 1-9=-731/142, 5-6=-732/139 BOT CHORD 8-9=-132/576, 6-8=-17/548 WEBS 3-8=-156/610 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) 9, 6. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss T05 Truss Type Special Truss Qty 2 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638218 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:34 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-iRNBQutRbCVLpVYE6I2wjX8L?CKaLqovjB52hOz0Qzp Scale = 1:39.6 1 2 3 4 7 6 5 4x6 3x12 3x4 2x4 3x6 5-2-0 5-2-0 10-4-0 5-2-0 -1-0-0 1-0-0 5-2-0 5-2-0 10-4-0 5-2-0 1-0-06-2-00-8-80-3-81-0-012.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-12], [4:Edge,0-2-0], [5:0-0-0,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.47 0.16 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 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)7=437/0-3-8, 5=368/0-1-8 Max Horz 7=161(LC 5) Max Uplift 7=-66(LC 6), 5=-32(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-351/82, 3-4=-345/79, 2-7=-385/145, 4-5=-314/97 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss T06 Truss Type COMMON Qty 6 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638219 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:35 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-AdxZeEu3MWdCRf7Qf0Z9FkgRdbV64BZ3xrqbDrz0Qzo Scale = 1:78.7 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12252627 28 3x6 5x6 3x6 6x8 3x6 3x8 4x8 3x4 2x4 3x4 2x4 6x8 3x6 3x8 9-0-6 9-0-6 17-10-4 8-9-14 26-8-2 8-9-14 35-8-8 9-0-6 -1-0-0 1-0-0 9-0-6 9-0-6 17-10-4 8-9-14 26-8-2 8-9-14 35-8-8 9-0-6 36-8-8 1-0-0 0-8-012-6-130-8-08.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [4:0-1-8,0-1-8], [7:0-0-0,0-0-0], [8:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.80 0.85 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.40 0.11 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 145 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-12,4-16: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-14, 4-14 REACTIONS.(lb/size)2=1671/0-3-8, 10=1671/0-3-8 Max Horz 2=-279(LC 4) Max Uplift 2=-161(LC 6), 10=-161(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2353/257, 4-6=-1593/278, 6-8=-1593/278, 8-10=-2353/257 BOT CHORD 2-16=-157/1867, 14-16=-157/1867, 12-14=-81/1867, 10-12=-81/1867 WEBS 6-14=-125/1171, 8-14=-838/233, 8-12=0/430, 4-14=-838/233, 4-16=0/430 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) 2=161, 10=161. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss T07 Truss Type COMMON Qty 10 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638220 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:36 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-epVxravi7ql33pidDj4PoyDb6?qRpepCAVa9mHz0Qzn Scale = 1:77.4 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11242526 27 3x6 5x6 3x6 3x8 8x10 4x6 3x8 3x4 2x4 3x4 2x4 3x8 6x8 3x6 9-0-6 9-0-6 26-8-2 17-7-12 35-5-8 8-9-6 -1-0-0 1-0-0 9-0-6 9-0-6 17-10-4 8-9-14 26-8-2 8-9-14 35-5-8 8-9-6 0-8-012-6-130-10-08.00 12 Plate Offsets (X,Y)-- [4:0-1-8,0-1-8], [8:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- 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 0.81 0.84 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.42 0.13 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 145 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 8-11,4-15: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-13, 4-13 REACTIONS.(lb/size)10=1609/Mechanical, 2=1660/0-3-8 Max Horz 2=286(LC 5) Max Uplift 10=-124(LC 7), 2=-160(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2334/255, 4-6=-1575/277, 6-8=-1574/278, 8-10=-2284/255 BOT CHORD 2-15=-171/1852, 13-15=-171/1852, 11-13=-113/1813, 10-11=-113/1813 WEBS 6-13=-124/1148, 8-13=-796/232, 8-11=0/406, 4-13=-838/233, 4-15=0/430 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) except (jt=lb) 10=124, 2=160. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss T08 Truss Type ROOF SPECIAL Qty 6 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638221 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:37 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-703J3wwKu7tvgzHpnRceL9mo2PDtY?HLP9JiIjz0Qzm Scale = 1:65.5 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 183x6 3x6 3x8 2x4 3x6 2x4 2x4 4x8 4x8 3x6 4x10 4x6 3x6 5x6 5x8 3x6 3x4 4x8 1-0-0 1-0-0 2-2-0 1-2-0 7-8-5 5-6-5 14-1-8 6-5-3 20-9-0 6-7-8 27-9-8 7-0-8 1-0-0 1-0-0 2-2-0 1-2-0 7-8-5 5-6-5 13-2-11 5-6-5 14-1-8 0-10-13 20-9-0 6-7-8 27-9-8 7-0-8 0-8-09-5-120-4-80-8-08.00 12 7.50 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-12], [6:0-5-7,0-2-4], [10:0-0-7,Edge], [11:0-3-0,0-2-0], [13:0-2-4,0-3-0], [15:0-6-8,0-3-0], [17:0-2-8,0-1-8] 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-MSH 0.67 0.70 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.43 0.16 (loc) 13 13-14 10 l/defl >999 >769 n/a L/d 240 180 n/a PLATES MT20 Weight: 120 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* 7-12: 2x4 SPF 2100F 1.8E SLIDER Left 2x3 SPF No.2 1-0-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-12 REACTIONS.(lb/size)1=1017/0-3-8, 10=1036/0-3-8 Max Horz 1=-211(LC 4) Max Uplift 1=-95(LC 6), 10=-106(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-682/102, 2-3=-2391/322, 3-5=-1538/201, 5-6=-1047/218, 6-7=-1475/389, 7-9=-1171/218, 9-10=-1550/195 BOT CHORD 1-17=-140/899, 14-15=-370/2153, 13-14=-100/1210, 10-11=-88/1242 WEBS 3-15=-13/387, 13-18=-91/751, 2-17=-686/99, 15-17=-166/1059, 2-15=-217/1157, 3-14=-957/274, 5-14=0/386, 5-13=-506/147, 11-13=-170/1480, 9-13=-428/145, 6-18=-253/1039 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 10=106. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss T09 Truss Type ROOF SPECIAL Qty 3 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638222 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:38 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-bCciGGwyfR0mI7s?L87ttNI0tpVFHbbVep3FqAz0Qzl Scale = 1:59.6 1 2 3 4 5 6 7 8 11 10 91920 5x6 3x8 5x8 3x4 3x12 3x6 5x6 3x6 2x4 5x12 9-3-13 9-3-13 18-4-3 9-0-5 27-9-8 9-5-5 -1-0-0 1-0-0 6-9-1 6-9-1 13-2-11 6-5-9 20-3-9 7-0-15 27-9-8 7-5-15 0-8-09-5-120-4-88.00 12 7.50 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [5:0-3-6,0-2-8], [8:0-1-11,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 0.48 0.95 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.41 -0.58 0.06 (loc) 9-11 9-11 8 l/defl >817 >571 n/a L/d 240 180 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-11,7-9: 2x4 SPF-S Stud SLIDER Left 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS.(lb/size)2=1179/0-3-8, 8=1137/0-3-8 Max Horz 2=216(LC 5) Max Uplift 2=-131(LC 6), 8=-104(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1598/208, 4-5=-1453/255, 5-7=-1572/277, 7-8=-1719/213 BOT CHORD 2-11=-128/1261, 9-11=0/888, 8-9=-99/1377 WEBS 4-11=-303/211, 5-11=-86/623, 5-9=-119/729, 7-9=-361/229 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) 2=131, 8=104. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss T10 Truss Type Common Qty 3 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638223 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:39 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-3OA4TcxaQl8dwGRCure6QarBUDv?03resTopMcz0Qzk Scale = 1:28.3 1 2 3 4 5 6 4x6 3x8 3x8 2x4 7-10-0 7-10-0 15-8-0 7-10-0 -1-0-0 1-0-0 7-10-0 7-10-0 15-8-0 7-10-0 16-8-0 1-0-0 0-4-02-11-50-4-04.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-5], [4:Edge,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.48 0.66 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 0.03 (loc) 2-6 2-6 4 l/defl >999 >703 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=631/0-3-8, 4=631/0-3-8 Max Horz 2=34(LC 4) Max Uplift 2=-101(LC 6), 4=-101(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1072/195, 3-4=-1072/195 BOT CHORD 2-6=-110/951, 4-6=-110/951 WEBS 3-6=0/362 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=101, 4=101. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638224 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:40 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-XakShyyCB2GUXQ0OSZ9LyoOMncBllV5o57YMv2z0Qzj Scale = 1:58.2 1 2 3 4 5 6 7 10 9 81819 5x6 3x8 5x8 3x4 3x12 3x6 5x6 3x6 2x4 5x12 9-3-13 9-3-13 18-4-3 9-0-5 27-9-8 9-5-5 6-9-1 6-9-1 13-2-11 6-5-9 20-3-9 7-0-15 27-9-8 7-5-15 0-8-09-5-120-4-88.00 12 7.50 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [4:0-3-6,0-2-8], [7:0-1-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.45 0.94 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.41 -0.58 0.06 (loc) 8-10 8-10 7 l/defl >823 >575 n/a L/d 240 180 n/a PLATES MT20 Weight: 104 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* 3-10,6-8: 2x4 SPF-S Stud SLIDER Left 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS.(lb/size)1=1124/0-3-8, 7=1138/0-3-8 Max Horz 1=-211(LC 4) Max Uplift 1=-95(LC 6), 7=-104(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1602/211, 3-4=-1457/258, 4-6=-1574/279, 6-7=-1721/214 BOT CHORD 1-10=-131/1266, 8-10=0/890, 7-8=-100/1378 WEBS 3-10=-306/213, 4-10=-89/628, 4-8=-118/729, 6-8=-361/229 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) 1 except (jt=lb) 7=104. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss T12 Truss Type COMMON Qty 1 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638225 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:40 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-XakShyyCB2GUXQ0OSZ9LyoOH4cCFlRno57YMv2z0Qzj Scale = 1:77.3 1 2 3 4 5 6 7 8 9 14 13 12 11 10232425 26 3x6 5x6 3x6 3x8 8x10 4x6 3x8 3x4 2x4 3x4 2x4 6x8 3x6 3x8 9-0-6 9-0-6 26-8-2 17-7-12 35-5-8 8-9-6 9-0-6 9-0-6 17-10-4 8-9-14 26-8-2 8-9-14 35-5-8 8-9-6 0-8-012-6-130-10-08.00 12 Plate Offsets (X,Y)-- [3:0-1-8,0-1-8], [7:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.81 0.85 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.42 0.13 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 144 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 9-11: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 7-10,3-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-12, 3-12 REACTIONS.(lb/size)9=1609/Mechanical, 1=1605/0-3-8 Max Horz 1=276(LC 5) Max Uplift 9=-124(LC 7), 1=-125(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2338/258, 3-5=-1577/278, 5-7=-1575/278, 7-9=-2285/256 BOT CHORD 1-14=-174/1856, 12-14=-174/1856, 10-12=-114/1814, 9-10=-114/1814 WEBS 5-12=-125/1150, 7-12=-796/232, 7-10=0/406, 3-12=-842/235, 3-14=0/432 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) except (jt=lb) 9=124, 1=125. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 FISCHER OBF-093 Job Reference (optional) I37638226 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:41 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-?nIquHzqyMOL9aaa0GgaV?wTP0emUoLxKnHwRVz0Qzi Scale = 1:80.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10151617181920212223 24 25 26 27 3x6 4x6 3x6 3x6 4x6 8x8 4x8 6x16 4x8 3x12 3x6 5x8 6x16 4-7-14 4-7-14 9-1-4 4-5-6 10-10-12 1-9-8 16-11-14 6-1-2 23-1-8 6-1-10 -1-0-0 1-0-0 4-7-14 4-7-14 9-1-4 4-5-6 10-10-12 1-9-8 16-11-14 6-1-2 23-1-8 6-1-10 2-0-012-10-120-8-012.00 12 Plate Offsets (X,Y)-- [3:0-1-4,0-2-0], [5:0-3-12,0-2-0], [6:0-3-0,0-1-12], [8:0-2-4,0-1-8], [9:0-1-13,Edge], [10:0-6-4,0-1-8], [11:0-8-0,0-3-12], [12:0-7-8,0-3-0], [13:0-3-8,0-4-8] 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 0.71 0.51 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.19 0.02 (loc) 10-11 10-11 9 l/defl >999 >860 n/a L/d 240 180 n/a PLATES MT20 Weight: 352 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 9-12: 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-13,3-12,2-14,2-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 8-11 REACTIONS.(lb/size)14=3594/0-3-8, 9=6152/0-3-8, 12=9584/0-3-8 Max Horz 14=305(LC 4) Max Uplift 14=-252(LC 6), 9=-473(LC 6), 12=-971(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2590/227, 3-5=-555/126, 5-6=-1372/250, 6-8=-1465/191, 8-9=-5797/449, 2-14=-2561/191 BOT CHORD 13-14=-309/319, 12-13=-263/1771, 11-12=-83/347, 10-11=-245/3951, 9-10=-245/3951 WEBS 3-13=-280/3240, 3-12=-2488/379, 5-12=-4400/408, 5-11=-318/3686, 6-11=-231/1740, 8-11=-4324/554, 8-10=-440/5927, 2-13=-166/1712 NOTES-(10-13) 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 0-6-0 oc, 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=252, 9=473, 12=971. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1589 lb down and 136 lb up at 1-10-12, 1589 lb down and 136 lb up at 3-10-12, 1589 lb down and 136 lb up at 5-10-12, 1589 lb down and 136 lb up at 7-10-12, 1589 lb down and 136 lb up at 9-10-12, 1589 lb down and 136 lb up at 11-10-12, 1582 lb down and 136 lb up at 13-10-12, 1550 lb down and 136 lb up at 15-10-12, 1553 lb down and 136 lb up at 17-10-12, and 1578 lb down and 136 lb up at 19-10-12, and 1589 lb down and 136 lb up at 21-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 FISCHER OBF-093 Job Reference (optional) I37638226 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:41 2019 Page 2 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-TzsC6dzSjgWCnk9na_Bp2CTe9Qz?DFa4YR1Tzyz0Qzh 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-6=-54, 6-9=-54, 14-22=-20, 22-25=-60, 9-25=-20 Concentrated Loads (lb) Vert: 15=-1589(B) 16=-1589(B) 17=-1589(B) 18=-1589(B) 19=-1589(B) 20=-1589(B) 21=-1582(B) 23=-1550(B) 24=-1553(B) 26=-1578(B) 27=-1589(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss TG02 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638227 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:43 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-x9QbJz_5Uze3Pukz7hi2aQ0pUqCyymsEn5m0VNz0Qzg Scale = 1:70.9 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 39 40 41 42 3x6 4x6 3x6 3x6 5x12 3x6 3x6 3x6 4x8 3x8 2-0-07-6-85-4-4 5-4-4 10-6-0 5-1-12 15-7-12 5-1-12 21-0-0 5-4-4 -1-0-0 1-0-0 5-4-4 5-4-4 10-6-0 5-1-12 15-7-12 5-1-12 21-0-0 5-4-4 22-0-0 1-0-0 1-0-011-6-01-0-012.00 12 Plate Offsets (X,Y)-- [2:0-1-10,0-1-8], [5:0-3-0,0-1-12], [9:0-1-12,0-1-12], [11:0-0-0,0-1-12], [11:0-3-8,Edge], [19:0-1-8,0-1-0], [20:0-1-8,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.74 0.91 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.24 0.03 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 146 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4,6-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-14: 2x4 SPF No.2, 2-16: 2x6 SP 2400F 2.0E 9-11: 2x4 SP 2400F 2.0E OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=1067/0-3-8, 16=1253/0-3-8 Max Horz 16=273(LC 4) Max Uplift 11=-170(LC 6), 16=-267(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1259/262, 3-5=-913/286, 5-7=-919/281, 7-8=-925/250, 8-9=-1130/195, 2-16=-1066/248, 9-11=-964/197 BOT CHORD 15-16=-209/781, 14-15=-209/781, 12-14=-42/695, 11-12=-42/695 WEBS 14-17=-222/771, 5-17=-277/875, 3-14=-303/235 NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) The Fabrication Tolerance at joint 9 = 12% 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) except (jt=lb) 11=170, 16=267. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 20 lb down and 33 lb up at 1-0-0, 69 lb down and 31 lb up at 1-0-12, 67 lb down and 32 lb up at 3-0-12, 67 lb down and 32 lb up at 5-0-12, 67 lb down and 32 lb up at 7-0-12, and 67 lb down and 32 lb up at 9-0-12, and 328 lb down and 71 lb up at 10-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) StandardContinued on page 2 July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss TG02 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-093 Job Reference (optional) I37638227 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:43 2019 Page 2 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-x9QbJz_5Uze3Pukz7hi2aQ0pUqCyymsEn5m0VNz0Qzg LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-5=-54, 5-9=-54, 9-10=-54, 11-16=-20 Concentrated Loads (lb) Vert: 14=-328 15=-67 39=-69 40=-67 41=-67 42=-67 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 FISCHER OBF-093 Job Reference (optional) I37638228 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:44 2019 Page 1 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-PM_zXJ?jFHmw02J9hPEH7dYxZEcphDvN0lWa2pz0Qzf Scale = 1:26.5 1 2 3 4567 8 9 10 11 5x16 MT18HS 5x8 5x16 MT18HS 3x12 7-10-0 7-10-0 15-8-0 7-10-0 7-10-0 7-10-0 15-8-0 7-10-0 0-4-02-11-50-4-04.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [2:0-4-0,0-1-12], [3:0-3-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.91 0.68 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.34 0.04 (loc) 3-4 3-4 3 l/defl >999 >548 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 139 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=4946/0-3-8, 3=4576/0-3-8 Max Horz 1=24(LC 11) Max Uplift 1=-513(LC 5), 3=-490(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8384/876, 2-3=-8382/875 BOT CHORD 1-4=-796/7916, 3-4=-796/7916 WEBS 2-4=-405/4702 NOTES-(10-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=513, 3=490. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1111 lb down and 103 lb up at 0-1-12, 997 lb down and 107 lb up at 2-4-8, 997 lb down and 107 lb up at 4-4-8, 997 lb down and 107 lb up at 6-4-8, 997 lb down and 107 lb up at 8-4-8, 997 lb down and 107 lb up at 10-4-8, and 997 lb down and 107 lb up at 12-4-8, and 1290 lb down and 138 lb up at 14-4-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 July 1,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901922 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 FISCHER OBF-093 Job Reference (optional) I37638228 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 1 12:42:44 2019 Page 2 Builders First Source, mooresville,in ID:8jhI0pTaP2Tr8nbSXo1zw0y3Ptt-PM_zXJ?jFHmw02J9hPEH7dYxZEcphDvN0lWa2pz0Qzf LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 1-3=-20 Concentrated Loads (lb) Vert: 1=-1111 5=-997(B) 6=-997(B) 7=-997(B) 8=-997(B) 9=-997(B) 10=-997(B) 11=-1290 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths