Loading...
HomeMy WebLinkAboutI38700158.224_BRIDGEMONT16023 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). September 27,2019 Liu, Xuegang Pages or sheets covered by this seal: I38700158 thru I38700231 My license renewal date for the state of Indiana is July 31, 2020. 224_BRIDGEMONT 224 BRIDGEMONT 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 224_BRIDGEMONT Truss GE01 Truss Type GABLE Qty 2 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700158 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-cIrbqD552V25SguddDbEdmr0V_Z0yNDyGWKDPoyZSP4 Scale = 1:44.3 1 2 3 4 5 6 7 13 12 11 10 9 8 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 -0-10-8 0-10-8 6-0-0 6-0-0 1-2-07-2-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-R 0.32 0.16 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.00 -0.00 (loc) 1 1 8 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-0-0. (lb) - Max Horz 13=213(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 10, 11 except 13=-232(LC 4), 12=-325(LC 5) Max Grav All reactions 250 lb or less at joint(s) 8, 9, 10, 11, 12 except 13=443(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-263/147, 2-3=-286/163 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9, 10, 11 except (jt=lb) 13=232, 12=325. September 27,2019 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 224_BRIDGEMONT Truss GE02 Truss Type GABLE Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700159 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-4UPz1Z6jpoAy4pTpAx6TAzOBzOw?hoG6VA4nxEyZSP3 Scale = 1:55.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 3x6 3x4 4x6 3x6 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 14-3-0 14-3-0 -1-2-8 1-2-8 7-1-8 7-1-8 14-3-0 7-1-8 15-5-8 1-2-8 1-6-08-7-81-6-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-R 0.27 0.12 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 15 15 16 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 93 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-21 REACTIONS.All bearings 14-3-0. (lb) - Max Horz 26=211(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 22, 23, 24, 20, 19, 18 except 26=-171(LC 4), 16=-156(LC 5), 25=-182(LC 5), 17=-172(LC 4) Max Grav All reactions 250 lb or less at joint(s) 26, 16, 22, 23, 24, 25, 20, 19, 18, 17 except 21=271(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-26=-128/256, 7-8=-13/253, 8-9=-13/253, 14-16=-128/252 WEBS 8-21=-295/0, 3-26=-316/229, 13-16=-296/209 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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) 22, 23, 24, 20, 19, 18 except (jt=lb) 26=171, 16=156, 25=182, 17=172. September 27,2019 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 224_BRIDGEMONT Truss GE03 Truss Type GABLE Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700160 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-YhzLFv6LZ6Ipiz1?keeijBwMloFCQGmFjqpKThyZSP2 Scale = 1:70.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x8 2x4 3x6 3x6 3x8 2x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 22-3-8 22-3-8 -0-10-8 0-10-8 9-4-0 9-4-0 12-11-8 3-7-8 22-3-8 9-4-0 23-2-0 0-10-8 1-2-010-6-01-2-010-6-012.00 12 Plate Offsets (X,Y)-- [10:0-2-8,Edge], [14:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-R 0.27 0.12 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.01 -0.00 (loc) 23 23 24 22 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 171 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* 12-32,11-33,9-34,13-31,15-30: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 10-14. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 12-32, 11-33, 9-34, 13-31, 15-30 REACTIONS.All bearings 22-3-8. (lb) - Max Horz 41=251(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 32, 35, 37, 38, 39, 29, 28, 27, 26 except 41=-190(LC 4), 24=-153(LC 5), 40=-192(LC 5), 25=-170(LC 4) Max Grav All reactions 250 lb or less at joint(s) 41, 24, 32, 33, 34, 35, 37, 38, 39, 40, 31, 30, 29, 28, 27, 26, 25 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-21/285, 9-10=-24/270, 14-15=-24/270, 15-16=-21/285 WEBS 3-41=-320/231, 21-24=-276/187 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) 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, 35, 37, 38, 39, 29, 28, 27, 26 except (jt=lb) 41=190, 24=153, 40=192, 25=170. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 224_BRIDGEMONT Truss GE04 Truss Type GABLE Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700161 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-0tWjSF7_KQQfJ7cCIL9xFOTWCBaR9hzOyUZt07yZSP1 Scale = 1:83.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 2322 3x4 3x4 4x6 3x4 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 5x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 5x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 22-7-0 22-7-0 -0-10-8 0-10-8 11-3-8 11-3-8 22-7-0 11-3-8 23-5-8 0-10-8 1-2-012-5-81-2-012.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0], [15:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-R 0.35 0.18 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.01 0.00 (loc) 21 21 22 21 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 179 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* 11-31,10-33,9-34,12-30,13-29: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 11-31, 10-33, 9-34, 12-30, 13-29 REACTIONS.All bearings 22-7-0. (lb) - Max Horz 41=-295(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 33, 34, 35, 36, 37, 38, 39, 30, 29, 28, 27, 26, 25, 24 except 41=-373(LC 4), 22=-291(LC 5), 40=-399(LC 5), 23=-343(LC 4) Max Grav All reactions 250 lb or less at joint(s) 33, 34, 35, 36, 37, 38, 39, 30, 29, 28, 27, 26, 25, 24, 23 except 41=533(LC 5), 22=451(LC 4), 31=359(LC 7), 40=289(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-41=-307/230, 2-3=-335/252, 9-10=-28/304, 10-11=-30/318, 11-12=-30/318, 12-13=-28/304, 19-20=-281/198, 20-22=-257/180 WEBS 11-31=-380/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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) 33, 34, 35, 36, 37, 38, 39, 30, 29, 28, 27, 26, 25, 24 except (jt=lb) 41=373, 22=291, 40=399, 23=343. September 27,2019 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 224_BRIDGEMONT Truss GE05 Truss Type GABLE Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700162 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-U345ga8c5jYWxHBOs3gAoc0cjbrdu3CYB8IRYZyZSP0 Scale: 1/8"=1' 12 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 2726 3x6 3x6 3x6 4x8 3x8 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 4x8 13-11-8 13-11-8 13-11-8 13-11-8 1-2-015-1-812.00 12 Plate Offsets (X,Y)-- [7:0-2-5,Edge], [13:0-4-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.69 0.50 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 135 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 13-14: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 12-15,11-16,10-17,9-18: 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 15-26, 11-16, 10-17, 9-18 2 Rows at 1/3 pts 13-14 JOINTS 1 Brace at Jt(s): 26 REACTIONS.All bearings 13-11-8. (lb) - Max Horz 25=440(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 15, 16, 17, 18, 19, 20, 21, 22, 23 except 25=-566(LC 4), 14=-108(LC 5), 24=-741(LC 5) Max Grav All reactions 250 lb or less at joint(s) 14, 15, 16, 17, 18, 19, 20, 21, 22, 23 except 25=1047(LC 5), 24=428(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-612/329, 1-2=-668/362, 2-3=-455/258, 3-4=-412/246, 4-5=-382/243, 5-6=-349/238, 6-8=-315/233, 8-9=-283/228 WEBS 2-24=-164/300 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 16, 17, 18, 19, 20, 21, 22, 23 except (jt=lb) 25=566, 14=108, 24=741. September 27,2019 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 224_BRIDGEMONT Truss GE06 Truss Type GABLE COMMON Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700163 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-QSCs4GAsdLoEAbLmzUiet150?PWIMy?reSnYcSyZSP_ Scale = 1:84.0 12 3 4 5 6 7 8 9 10 21 20 19 17 16 15 14 13 12 11 18 35 3x6 4x6 4x6 1.5x4 3x8 1.5x4 4x6 3x6 3x6 3x4 3x6 2x4 5x12 3x8 3x6 4x8 3x6 2x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x8 3x6 5-8-15 5-8-15 8-9-11 3-0-12 11-5-3 2-7-8 11-5-11 0-0-8 14-1-3 2-7-8 20-1-11 6-0-8 25-8-11 5-7-0 33-8-11 8-0-0 -0-10-8 0-10-8 5-8-15 5-8-15 11-5-3 5-8-4 14-1-3 2-8-0 20-1-11 6-0-8 25-8-11 5-7-0 31-2-15 5-6-4 33-8-11 2-5-12 0-7-06-5-812-6-02-6-02-0-012-6-05.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-6], [2:0-0-5,0-6-5], [2:0-3-8,Edge], [3:0-1-6,0-1-4], [7:0-6-4,0-1-12], [8:0-4-4,0-1-12], [15:0-3-8,0-1-8], [19:0-0-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.45 0.56 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.29 0.02 0.01 (loc) 11-12 11-12 11 14 l/defl >999 >913 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 183 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-17: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 7-14,7-12,8-12: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-12 REACTIONS.All bearings 9-1-3 except (jt=length) 16=0-3-8, 11=0-3-8, 18=0-3-8. (lb) - Max Horz 2=328(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 11, 20 except 16=-103(LC 6) Max Grav All reactions 250 lb or less at joint(s) 2, 20, 21, 18 except 19=393(LC 10), 16=1199(LC 1), 11=934(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-566/77, 6-7=-862/161, 7-8=-502/178, 8-9=-830/170 BOT CHORD 5-16=-1158/144, 14-15=-97/515, 12-14=-82/524, 11-12=-2/438 WEBS 3-19=-325/147, 5-15=-54/907, 6-15=-584/108, 9-11=-918/103 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 11, 20 except (jt=lb) 16=103. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 224_BRIDGEMONT Truss GE07 Truss Type Monopitch Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700164 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-QSCs4GAsdLoEAbLmzUiet15ztPa1M3LreSnYcSyZSP_ Scale = 1:54.5 1 2 4 3 3x6 1.5x4 1.5x4 3x4 5-5-4 5-5-4 5-5-4 5-5-4 3-10-09-3-48-11-120-3-89-3-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.58 0.32 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >587 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-3: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-3 REACTIONS.(lb/size)4=206/Mechanical, 3=206/0-1-8 Max Horz 4=260(LC 5) Max Uplift 4=-110(LC 4), 3=-207(LC 5) Max Grav 4=240(LC 5), 3=247(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=110, 3=207. September 27,2019 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 224_BRIDGEMONT Truss GE08 Truss Type GABLE Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700165 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-vemEIcAUOew5okwzXBDtQEeEapuz5NO_t6X58uyZSOz Scale = 1:57.2 1 2 3 4 5 10 9 8 7 6 1.5x4 3x6 4x6 4x6 3x4 5x6 5x6 3x6 3x8 3x8 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3-3-8 3-3-8 5-11-12 2-8-4 10-7-14 4-8-2 13-11-6 3-3-8 3-3-8 3-3-8 5-11-12 2-8-4 10-7-14 4-8-2 13-11-6 3-3-8 3-2-09-1-121-2-23-0-012.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-8], [14:0-1-9,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.20 0.40 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 0.22 0.03 (loc) 7 7-8 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 80 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 4-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=546/0-3-8, 6=546/0-3-8 Max Horz 10=-242(LC 4) Max Uplift 10=-32(LC 7), 6=-17(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-521/62, 1-2=-685/85, 2-3=-520/84, 3-4=-566/74, 4-5=-1756/0, 5-6=-558/47 BOT CHORD 9-10=-276/323, 8-9=-169/435, 7-8=0/1098 WEBS 1-9=0/428, 2-9=-158/254, 3-8=-53/446, 4-8=-795/108, 4-7=0/842, 5-7=0/1346 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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 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) Bearing at joint(s) 10, 6 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) 10, 6. September 27,2019 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 224_BRIDGEMONT Truss GE09 Truss Type GABLE Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700166 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-NrKcVyB69y2yQuV95vk6ySAKNCBqqzf76mGegKyZSOy Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 2x4 3x4 4x6 3x6 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 11-7-8 11-7-8 4-4-0 4-4-0 11-7-8 7-3-8 12-10-0 1-2-8 5-5-89-9-82-6-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-R 0.52 0.55 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 11 11 12 11 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 92 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* 10-12: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 4-18: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 4-18 REACTIONS.All bearings 11-7-8. (lb) - Max Horz 21=-301(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 21, 18, 19, 20, 17, 16, 15, 14 except 12=-867(LC 5), 13=-1079(LC 4) Max Grav All reactions 250 lb or less at joint(s) 21, 19, 20, 17, 16, 15, 14 except 12=1233(LC 4), 18=259(LC 6), 13=755(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-50/253, 4-5=-70/254, 8-9=-255/224, 9-10=-543/416, 10-12=-582/439 WEBS 4-18=-299/69, 9-13=-288/402 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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) 21, 18, 19, 20, 17, 16, 15, 14 except (jt=lb) 12=867, 13=1079. 10) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. September 27,2019 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 224_BRIDGEMONT Truss GE10 Truss Type GABLE Qty 2 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700167 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-r1u_jICkwGAp124LecGLVfjawcdIZPyHKQ0CCnyZSOx Scale = 1:30.0 1 2 3 4 5 6 9 8 7 2x4 6x8 4x6 4x6 4x6 2x4 3x4 3x8 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1-5-7 1-5-7 2-7-10 1-2-3 3-8-12 1-1-2 4-8-14 1-0-2 7-0-8 2-3-10 -1-2-8 1-2-8 0-1-1 0-1-1 1-5-7 1-4-6 2-7-10 1-2-3 3-8-12 1-1-2 4-8-14 1-0-2 7-0-8 2-3-10 0-5-110-11-21-5-72-1-62-10-145-2-83.75 12 5.38 12 7.25 12 9.38 12 12.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.15 0.15 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 8 7-8 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=270/0-3-8, 7=270/Mechanical Max Horz 1=145(LC 5) Max Uplift 1=-9(LC 4), 7=-48(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-466/63, 2-3=-461/101, 3-4=-335/63, 4-5=-344/93 BOT CHORD 1-9=-64/405, 8-9=-52/364 WEBS 5-8=-66/285 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7. September 27,2019 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 224_BRIDGEMONT Truss GE11 Truss Type Monopitch Supported Gable Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700168 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-r1u_jICkwGAp124LecGLVfjaXcftZRNHKQ0CCnyZSOx Scale = 1:16.6 1 2 3 5 4 1.5x4 3x4 1.5x4 1.5x4 -0-10-8 0-10-8 1-6-6 1-6-6 1-2-02-8-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-R 0.17 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.00 0.00 (loc) 1 1 4 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 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 1-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=136/1-6-6, 4=24/1-6-6 Max Horz 5=78(LC 5) Max Uplift 5=-26(LC 4), 4=-59(LC 5) Max Grav 5=136(LC 1), 4=59(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. September 27,2019 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 224_BRIDGEMONT Truss GE12 Truss Type GABLE Qty 2 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700169 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-JDSMweDNhZIgfCfYCKna1tFhU0pBIgFQZ3llkDyZSOw Scale = 1:52.1 1 2 3 4 5 6 7109 8 4x6 4x8 6x6 3x4 4x6 6x16 2x4 6x8 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 9-9-9 9-9-9 14-10-4 5-0-11 18-1-12 3-3-8 -1-0-0 1-0-0 5-0-9 5-0-9 9-9-9 4-9-0 11-2-2 1-4-9 14-10-4 3-8-2 18-1-12 3-3-8 0-6-03-9-35-1-128-1-121-2-23-0-04.00 12 12.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.42 0.81 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.65 0.34 0.08 (loc) 2-10 2-10 8 9-10 l/defl >898 >331 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 80 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 3-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=712/0-3-8, 2=785/0-3-8 Max Horz 2=149(LC 5) Max Uplift 8=-29(LC 7), 2=-110(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1485/204, 3-4=-1080/87, 4-5=-1397/179, 5-6=-2202/253, 6-7=-2250/68, 7-8=-747/81 BOT CHORD 2-10=-77/1359, 9-10=0/649 WEBS 3-10=-423/202, 4-10=-781/157, 5-10=-116/1180, 5-9=-175/1459, 7-9=0/1685 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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 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) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 2=110. September 27,2019 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 224_BRIDGEMONT Truss GE14 Truss Type GABLE Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700170 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-JDSMweDNhZIgfCfYCKna1tFju0vbIjjQZ3llkDyZSOw Scale = 1:50.8 1 2 3 4 5 10 9 8 7 6 3x4 5x6 4x6 4x6 3x4 5x6 5x6 3x8 3x8 3x8 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3-3-8 3-3-8 7-0-10 3-9-2 10-8-12 3-8-2 14-0-4 3-3-8 3-3-8 3-3-8 7-0-10 3-9-2 10-8-12 3-8-2 14-0-4 3-3-8 1-1-28-1-121-2-23-0-012.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.26 0.40 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.20 0.37 0.06 (loc) 8-9 8-9 6 9 l/defl >999 >832 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 72 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 4-2-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=549/0-3-8, 6=549/0-3-8 Max Horz 10=195(LC 5) Max Uplift 10=-19(LC 7), 6=-20(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-579/95, 1-2=-1840/212, 2-3=-638/52, 3-4=-638/71, 4-5=-1721/0, 5-6=-567/53 BOT CHORD 9-10=-275/311, 8-9=-261/1136, 7-8=0/1071 WEBS 1-9=-118/1394, 2-9=-208/891, 2-8=-759/236, 3-8=-21/590, 4-8=-697/75, 4-7=0/805, 5-7=0/1298 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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 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) Bearing at joint(s) 10, 6 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) 10, 6. September 27,2019 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 224_BRIDGEMONT Truss GE15 Truss Type GABLE Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700171 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-nQ?l8_D?StQXHMEkm1Ipa4os7QIs1LxaojVJHfyZSOv Scale = 1:34.1 1 2 3 4 8 7 6 5 3x4 3x4 3x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 4-1-8 4-1-8 2-0-96-2-112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-R 0.42 0.21 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 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 4-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-1-8. (lb) - Max Horz 8=169(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 8=-174(LC 4), 7=-261(LC 5) Max Grav All reactions 250 lb or less at joint(s) 5, 6, 7 except 8=285(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 8=174, 7=261. September 27,2019 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 224_BRIDGEMONT Truss GE16 Truss Type GABLE Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700172 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-FcZ7LKEdDBYOuWowKkp27IL1Xqh0moVj0NEsp5yZSOu Scale = 1:38.4 1 2 3 4 5 9 8 7 62x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 5-11-4 5-11-4 0-0-45-11-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.44 0.02 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-11-4. (lb) - Max Horz 1=164(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7, 8, 9 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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, 6, 7, 8, 9. September 27,2019 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 224_BRIDGEMONT Truss GE17 Truss Type GABLE Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700173 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-FcZ7LKEdDBYOuWowKkp27IL3Vqd8mfRj0NEsp5yZSOu Scale = 1:101.3 1 2 3 6 5 4 17 18 19 3x6 6x8 2x4 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x6 4x6 4x6 4x6 0-3-8 5-0-0 5-0-0 10-11-8 5-11-8 5-0-0 5-0-0 10-10-0 5-10-0 10-11-8 0-1-8 5-5-816-3-81-0-016-2-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.32 0.27 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.09 -0.01 0.04 (loc) 4-5 4-5 18 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 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* 1-6,1-5: 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 3-17: 2x6 SP 2400F 2.0E, 11-13,12-13,14-16: 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 9-1-1 oc bracing. WEBS 1 Row at midpt 3-17, 2-4, 3-18 REACTIONS.(lb/size)6=478/Mechanical, 18=469/0-3-0 Max Horz 6=397(LC 6) Max Uplift 6=-8(LC 4), 18=-441(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-313/10, 1-6=-449/0, 4-17=-482/350, 3-17=-482/350 BOT CHORD 5-6=-399/66 WEBS 2-5=-347/139, 2-4=-305/472, 3-18=-469/578 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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 exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 18 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) 6 except (jt=lb) 18=441. September 27,2019 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 224_BRIDGEMONT Truss M01 Truss Type Monopitch Qty 5 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700174 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-jo7VYfFF_UgFWfN7tSKHfVtA9DzgVE3tF1_PLYyZSOt Scale = 1:54.5 1 2 4 3 3x6 1.5x4 1.5x4 3x4 5-5-4 5-5-4 5-5-4 5-5-4 3-10-09-3-48-11-120-3-89-3-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.52 0.32 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >587 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-3: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-3 REACTIONS.(lb/size)4=206/Mechanical, 3=206/0-1-8 Max Horz 4=159(LC 6) Max Uplift 3=-209(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=209. September 27,2019 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 224_BRIDGEMONT Truss M02 Truss Type MONOPITCH Qty 3 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700175 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-jo7VYfFF_UgFWfN7tSKHfVtBCDz7VEFtF1_PLYyZSOt Scale = 1:43.0 1 2 4 3 3x6 1.5x4 1.5x4 3x4 5-5-4 5-5-4 1-10-07-3-46-11-120-3-87-3-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.45 0.29 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >587 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=206/Mechanical, 3=206/0-1-8 Max Horz 4=159(LC 6) Max Uplift 3=-147(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=147. September 27,2019 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 224_BRIDGEMONT Truss M03 Truss Type MONOPITCH Qty 6 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700176 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-B_htm?Gtlop68pyJR9rWCjQIidKaEg10Uhjzu_yZSOs Scale = 1:42.5 1 2 3 5 4 3x4 3x4 6x8 4x6 6-1-6 6-1-6 -0-10-8 0-10-8 6-1-6 6-1-6 1-2-07-3-66-11-140-3-87-3-612.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.72 0.21 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 -0.00 -0.00 (loc) 4-5 4-5 4 4-5 l/defl >999 >642 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 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 9-8-7 oc bracing. REACTIONS.(lb/size)5=300/0-3-8, 4=228/0-1-8 Max Horz 5=239(LC 6) Max Uplift 4=-141(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-358/198 WEBS 2-4=-190/357 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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 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) except (jt=lb) 4=141. September 27,2019 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 224_BRIDGEMONT Truss M04 Truss Type MONOPITCH Qty 11 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700177 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-B_htm?Gtlop68pyJR9rWCjQSidNbEin0Uhjzu_yZSOs Scale = 1:16.6 1 2 3 5 4 1.5x4 1.5x4 3x6 3x4 1-6-6 1-6-6 -0-10-8 0-10-8 1-6-6 1-6-6 1-2-02-8-62-4-140-3-82-8-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.02 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 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 1-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=136/0-3-8, 4=24/0-1-8 Max Horz 5=97(LC 6) Max Uplift 4=-62(LC 6) Max Grav 5=136(LC 1), 4=29(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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 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) 4. September 27,2019 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 224_BRIDGEMONT Truss M05 Truss Type MONOPITCH Qty 9 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700178 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-gBFFzLGVW6xylzXV?tMlkwzcQ1hsz9s9jLTWQQyZSOr Scale = 1:18.7 1 2 3 6x6 3x8 1.5x4 2-10-0 2-10-0 2-10-0 2-10-0 3-3-80-7-00-3-83-0-00-3-83-3-812.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [1:0-1-7,0-3-13], [1:0-0-12,0-0-12], [2:0-2-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 1-3 1-3 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)2=-0/0-1-8, 3=210/0-1-8 Max Horz 2=102(LC 1), 3=-102(LC 1) Max Uplift 3=-62(LC 6) Max Grav 3=210(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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 exposed; porch 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) 2, 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) 2, 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. TRUSS IS ESPECIALLY DESIGNED FOR BEARING CONDITION AS SHOWN. THIS TRUSS MUST BE SUPPORTED BY THE ADEQUATE STRUCTURAL SUPPORT BY OTHERS. PROVIDE ADEQUATE LATERAL BRACING, BY OTHERS, TO THIS TRUSS TO PREVENT OUT-PLANE MOVEMENT OR OVER-TURNING OF TRUSS. September 27,2019 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 224_BRIDGEMONT Truss PB01 Truss Type Piggyback Qty 9 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700179 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-8NpeBhH7GP3pN76hZau_H8Vp2R20icyJx?C4ytyZSOq Scale = 1:11.2 1 2 3 45 6 4x6 2x4 2x4 1.5x4 3-7-8 3-7-8 1-9-12 1-9-12 3-7-8 1-9-12 0-5-31-9-120-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.03 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 4 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 10 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 3-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=85/2-6-2, 4=85/2-6-2, 6=71/2-6-2 Max Horz 2=32(LC 5) Max Uplift 2=-21(LC 6), 4=-24(LC 7) Max Grav 2=85(LC 1), 4=85(LC 1), 6=76(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 27,2019 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 224_BRIDGEMONT Truss PB02 Truss Type Piggyback Qty 22 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700180 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-8NpeBhH7GP3pN76hZau_H8Vo0R2MicoJx?C4ytyZSOq Scale = 1:19.2 1 2 3 4 5 6 4x6 2x4 2x4 1.5x4 5-7-0 5-7-0 2-9-8 2-9-8 5-7-0 2-9-8 0-5-32-9-80-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.09 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 16 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 5-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=134/4-5-10, 4=134/4-5-10, 6=130/4-5-10 Max Horz 2=55(LC 5) Max Uplift 2=-27(LC 6), 4=-32(LC 7) Max Grav 2=134(LC 1), 4=134(LC 1), 6=136(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 27,2019 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 224_BRIDGEMONT Truss PBE01 Truss Type Piggyback Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700181 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-cZN0O1Im1jBg?Hhu6IPDqL2_orOFR3CSAfydUJyZSOp Scale = 1:11.2 1 2 3 45 6 4x6 2x4 2x4 1.5x4 3-7-8 3-7-8 1-9-12 1-9-12 3-7-8 1-9-12 0-5-31-9-120-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.03 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 4 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 10 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 3-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=85/2-6-2, 4=85/2-6-2, 6=71/2-6-2 Max Horz 2=-32(LC 4) Max Uplift 2=-21(LC 6), 4=-24(LC 7) Max Grav 2=85(LC 1), 4=85(LC 1), 6=76(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 27,2019 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 224_BRIDGEMONT Truss T01 Truss Type Common Qty 3 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700182 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-cZN0O1Im1jBg?Hhu6IPDqL2sJrE6Rw6SAfydUJyZSOp Scale: 3/16"=1' 1 2 3 4 5 6 7 11 10 9 812131415 4x6 3x8 3x8 4x6 4x6 3x4 3x8 3x8 3x4 9-1-8 9-1-8 18-3-0 9-1-8 -0-10-8 0-10-8 4-8-8 4-8-8 9-1-8 4-5-0 13-6-8 4-5-0 18-3-0 4-8-8 19-1-8 0-10-8 1-2-010-3-81-2-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.57 0.67 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.33 0.02 0.01 (loc) 9-11 9-11 8 9 l/defl >999 >658 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 92 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-9: 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. REACTIONS.(lb/size)11=872/0-3-8, 8=872/0-3-8 Max Horz 11=245(LC 5) Max Uplift 11=-47(LC 6), 8=-47(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-353/152, 3-4=-668/160, 4-5=-668/160, 5-6=-353/152, 2-11=-378/161, 6-8=-378/161 BOT CHORD 9-11=-83/496, 8-9=0/496 WEBS 4-9=-133/549, 3-11=-492/12, 5-8=-492/12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. September 27,2019 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 224_BRIDGEMONT Truss T02 Truss Type Common Qty 5 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700183 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-4mwOcNJOo1JXcRG4g?wSMZb52EeZAS7cPJhA1lyZSOo Scale = 1:53.8 1 2 3 4 5 6 7 10 9 8 4x6 3x8 4x6 4x6 3x4 3x6 3x4 3x6 7-1-8 7-1-8 14-3-0 7-1-8 -1-2-8 1-2-8 3-0-0 3-0-0 7-1-8 4-1-8 11-3-0 4-1-8 14-3-0 3-0-0 15-5-8 1-2-8 1-6-08-7-81-6-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.31 0.40 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 0.01 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 73 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)10=640/0-3-8, 8=640/0-3-8 Max Horz 10=211(LC 5) Max Uplift 10=-52(LC 6), 8=-52(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-442/129, 4-5=-442/129 BOT CHORD 9-10=-93/295, 8-9=0/295 WEBS 4-9=-86/318, 3-10=-476/16, 5-8=-476/16 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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) 10, 8. September 27,2019 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 224_BRIDGEMONT Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700184 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-YyUmpjK0ZKROEarGEjRhvm78IewRvnrldzRkZByZSOn Scale = 1:63.0 1 2 3 4 5 6 7 8 13 12 11 10 914151617 4x6 4x8 3x8 3x8 4x6 3x6 4x6 3x6 4x8 4x8 3x6 9-4-0 9-4-0 12-11-8 3-7-8 22-3-8 9-4-0 -0-10-8 0-10-8 4-9-12 4-9-12 9-4-0 4-6-4 12-11-8 3-7-8 17-5-12 4-6-4 22-3-8 4-9-12 23-2-0 0-10-8 1-2-010-6-01-2-010-6-012.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [5:0-6-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.79 0.68 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.53 0.03 0.01 (loc) 9-10 9-10 9 12 l/defl >999 >500 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 126 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,5-12,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.(lb/size)13=1043/0-3-8, 9=1043/0-3-8 Max Horz 13=250(LC 5) Max Uplift 13=-51(LC 6), 9=-51(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-431/140, 3-4=-857/186, 4-5=-533/178, 5-6=-857/186, 6-7=-432/140, 2-13=-434/153, 7-9=-435/153 BOT CHORD 12-13=-121/626, 10-12=-5/533, 9-10=0/626 WEBS 4-12=-51/297, 5-10=-65/302, 3-13=-612/39, 6-9=-610/39 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 224_BRIDGEMONT Truss T04 Truss Type Piggyback Base Qty 4 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700185 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-YyUmpjK0ZKROEarGEjRhvm78dew8voVldzRkZByZSOn Scale = 1:65.5 1 2 3 4 5 6 78 13 12 11 10 91415 5x6 4x6 4x8 10x10 3x8 5x12 3x6 4x6 4x8 3x6 9-4-0 9-4-0 12-11-8 3-7-8 22-3-8 9-4-0 -2-10-8 2-10-8 4-9-12 4-9-12 9-4-0 4-6-4 12-11-8 3-7-8 17-5-12 4-6-4 22-3-8 4-9-12 23-2-0 0-10-8 1-2-010-6-01-2-010-6-012.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [5:0-6-4,0-1-12], [13:0-1-12,0-0-0], [13:Edge,0-8-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.77 0.70 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.53 0.02 0.01 (loc) 9-10 9-10 9 10 l/defl >999 >500 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 140 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,5-12,5-10,2-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.(lb/size)13=1094/0-3-8, 9=1010/0-3-8 Max Horz 13=281(LC 5) Max Uplift 13=-123(LC 6), 9=-48(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-973/113, 3-4=-794/165, 4-5=-481/165, 5-6=-817/172, 6-7=-423/138, 2-13=-1002/226, 7-9=-428/151 BOT CHORD 12-13=-164/296, 10-12=-3/505, 9-10=0/600 WEBS 4-12=-46/291, 5-10=-63/344, 2-12=-44/548, 6-9=-578/36 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 13=123. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 224_BRIDGEMONT Truss T05 Truss Type PIGGYBACK BASE Qty 3 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700186 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-082803KeKeZFskQToQywR_gJN2GOeF9vsdAH5eyZSOm Scale = 1:65.5 1 2 3 4 5 6 7 12 11 10 9 81314 5x6 4x6 4x8 3x4 10x10 3x8 5x12 3x6 4x6 4x8 9-4-0 9-4-0 12-11-8 3-7-8 22-3-8 9-4-0 -2-10-8 2-10-8 4-9-12 4-9-12 9-4-0 4-6-4 12-11-8 3-7-8 17-5-12 4-6-4 22-3-8 4-9-12 1-2-010-6-01-2-010-6-012.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [5:0-6-4,0-1-12], [12:0-1-12,0-0-0], [12:Edge,0-8-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.77 0.70 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.53 0.02 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >499 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 138 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-11,5-11,5-9,2-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size)12=1095/0-3-8, 8=947/0-3-8 Max Horz 12=293(LC 5) Max Uplift 12=-123(LC 6), 8=-16(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-974/113, 3-4=-796/164, 4-5=-482/165, 5-6=-821/172, 6-7=-396/94, 2-12=-1003/226, 7-8=-342/84 BOT CHORD 11-12=-175/282, 9-11=-14/506, 8-9=0/606 WEBS 4-11=-46/291, 5-9=-64/350, 2-11=-48/549, 6-8=-609/35 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 12=123. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 224_BRIDGEMONT Truss T06 Truss Type COMMON Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700187 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-ULcXEOLG5yh6Tu_fL7T9_BDYFSbDNol25Hwqd4yZSOl Scale = 1:73.3 1 2 3 4 5 6 7 8 9 14 13 12 11 101516 3x6 4x6 3x6 3x8 3x6 4x6 3x6 4x6 3x4 3x6 3x6 3x4 7-7-8 7-7-8 14-11-8 7-4-0 22-7-0 7-7-8 -0-10-8 0-10-8 4-6-0 4-6-0 11-3-8 6-9-8 18-1-0 6-9-8 22-7-0 4-6-0 23-5-8 0-10-8 1-2-012-5-81-2-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.57 0.66 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.26 0.03 0.02 (loc) 11-13 11-13 10 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 119 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-11,5-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-10 REACTIONS.(lb/size)14=1050/0-3-8, 10=1050/0-3-8 Max Horz 14=295(LC 5) Max Uplift 14=-52(LC 6), 10=-52(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1012/235, 5-7=-1012/235 BOT CHORD 13-14=-119/698, 11-13=-12/484, 10-11=0/698 WEBS 5-11=-118/450, 5-13=-118/450, 3-14=-969/33, 7-10=-969/32 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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) 14, 10. September 27,2019 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 224_BRIDGEMONT Truss T07 Truss Type Common Qty 6 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700188 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-yXAvRkMusFpz52Zrvr_OWPlimsxR6FxBKxfOAWyZSOk Scale = 1:73.3 1 2 3 4 5 6 7 8 13 12 11 10 91415 3x6 4x6 3x6 3x8 3x6 4x6 3x6 4x6 3x4 3x6 3x6 3x4 7-7-8 7-7-8 14-11-8 7-4-0 22-7-0 7-7-8 -0-10-8 0-10-8 4-6-0 4-6-0 11-3-8 6-9-8 18-1-0 6-9-8 22-7-0 4-6-0 1-2-012-5-81-2-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.59 0.66 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.26 0.03 0.02 (loc) 10-12 10-12 9 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-10,5-12: 2x4 SPF No.2 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. WEBS 1 Row at midpt 3-13, 7-9 REACTIONS.(lb/size)13=1051/0-3-8, 9=987/0-3-8 Max Horz 13=307(LC 5) Max Uplift 13=-51(LC 6), 9=-29(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1014/235, 5-7=-1017/235 BOT CHORD 12-13=-131/699, 10-12=-24/485, 9-10=-5/704 WEBS 5-10=-118/455, 5-12=-118/450, 3-13=-971/33, 7-9=-979/55 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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, 9. September 27,2019 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 224_BRIDGEMONT Truss T10 Truss Type Common Qty 2 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700189 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-yXAvRkMusFpz52Zrvr_OWPlmvsyM6DVBKxfOAWyZSOk Scale = 1:84.8 1 2 3 4 5 8 7 6 9 10 11 3x6 2x4 3x4 4x6 3x6 2x4 3x6 4x8 3x12 7-1-8 7-1-8 14-3-0 7-1-8 4-0-0 4-0-0 9-0-0 5-0-0 14-1-8 5-1-8 14-3-0 0-1-8 1-2-015-3-815-0-112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.32 0.60 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.24 0.01 0.01 (loc) 6-7 6-7 6 7 l/defl >999 >710 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-7,4-6,5-6: 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 4-6 2 Rows at 1/3 pts 5-6 REACTIONS.(lb/size)6=674/0-3-8, 8=606/Mechanical Max Horz 8=446(LC 6) Max Uplift 6=-294(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-534/0 BOT CHORD 7-8=-243/382 WEBS 4-7=-72/400, 4-6=-488/258, 2-8=-513/0 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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 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, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=294. September 27,2019 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 224_BRIDGEMONT Truss T11 Truss Type Piggyback Base Qty 2 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700190 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-RjkHf4NWdZxqjC82TYWd3cIv7FGSrhtLYbPxizyZSOj Scale = 1:71.1 1 2 3 4 5 6 7 13 12 11 10 9 814151617 3x6 4x8 4x6 1.5x4 3x4 3x6 3x6 4x6 3x4 3x8 3x6 4x6 3x6 5-9-12 5-9-12 11-4-0 5-6-4 16-11-0 5-7-0 24-11-0 8-0-0 5-9-12 5-9-12 11-4-0 5-6-4 16-11-0 5-7-0 22-0-0 5-1-0 24-11-0 2-11-0 1-2-012-6-04-6-012-6-012.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [4:0-6-4,0-1-12], [5:0-4-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.48 0.74 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.34 0.02 0.02 (loc) 8-9 8-9 8 10-12 l/defl >999 >875 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 151 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-12,1-13,1-12,7-8,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10, 4-9, 6-8 REACTIONS.(lb/size)13=1138/Mechanical, 8=1204/0-3-8 Max Horz 13=334(LC 5) Max Uplift 13=-20(LC 6), 8=-23(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1266/120, 3-4=-996/227, 4-5=-553/207, 5-6=-892/215, 1-13=-1090/97 BOT CHORD 12-13=-337/310, 10-12=-192/820, 9-10=-130/616, 8-9=-34/405 WEBS 3-10=-327/188, 4-10=-88/443, 5-9=-48/258, 6-9=-72/277, 1-12=0/714, 6-8=-1057/39 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 224_BRIDGEMONT Truss T12 Truss Type Piggyback Base Qty 3 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700191 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-vwIfsQN9Ot3hKMjE1G1scqr4yfeka6?UnF8VEPyZSOi Scale = 1:74.6 1 2 3 4 5 6 7 89 16 15 14 13 12 11 1017181920 3x6 4x8 4x6 3x6 3x4 3x6 3x6 4x6 3x4 3x8 3x6 3x6 4x6 1.5x4 5x6 5-9-12 5-9-12 11-4-0 5-6-4 16-11-0 5-7-0 24-9-4 7-10-4 24-11-0 0-1-12 28-3-0 3-4-0 5-9-12 5-9-12 11-4-0 5-6-4 16-11-0 5-7-0 22-5-4 5-6-4 28-3-0 5-9-12 29-3-0 1-0-0 1-2-012-6-01-2-012-6-012.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [4:0-6-4,0-1-12], [5:0-4-4,0-1-12], [8:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.48 0.61 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.23 0.02 0.02 (loc) 11-12 11-12 11 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 161 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* 3-14,4-14,4-12,5-12,6-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 4-12, 6-11 REACTIONS.(lb/size)16=1110/0-3-8, 11=1557/0-3-8 Max Horz 16=-311(LC 4) Max Uplift 16=-22(LC 6), 11=-127(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1231/106, 3-4=-960/212, 4-5=-510/191, 5-6=-848/192, 6-8=-101/316, 1-16=-1061/85 BOT CHORD 15-16=-284/332, 14-15=-143/795, 12-14=-81/591, 11-12=0/310 WEBS 3-14=-326/188, 4-14=-86/456, 6-12=-63/303, 6-11=-1312/209, 1-15=0/689, 8-11=-211/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 11=127. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 224_BRIDGEMONT Truss T13 Truss Type Piggyback Base Qty 5 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700192 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-N6s14mOn9ABYyVIQazY581NCR3_zJZFe0vu2mryZSOh Scale = 1:74.6 1 2 3 4 5 6 7 8 910 17 16 15 14 13 12 1118192021 3x6 4x8 4x6 3x6 3x4 3x6 3x6 4x6 3x4 3x8 3x6 3x6 5x8 1.5x4 5x6 5-9-12 5-9-12 11-4-0 5-6-4 16-11-0 5-7-0 24-9-4 7-10-4 24-11-0 0-1-12 28-3-0 3-4-0 -0-10-8 0-10-8 5-9-12 5-9-12 11-4-0 5-6-4 16-11-0 5-7-0 22-5-4 5-6-4 28-3-0 5-9-12 29-3-0 1-0-0 1-2-012-6-01-2-012-6-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-6-4,0-1-12], [6:0-4-4,0-1-12], [9:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.62 0.61 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.23 0.02 0.02 (loc) 12-13 12-13 12 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 163 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-15,5-15,5-13,6-13,7-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-13, 7-12 REACTIONS.(lb/size)17=1172/0-3-8, 12=1556/0-3-8 Max Horz 17=-299(LC 4) Max Uplift 17=-54(LC 6), 12=-127(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1232/111, 4-5=-956/210, 5-6=-509/191, 6-7=-847/192, 7-9=-101/316, 2-17=-1123/118 BOT CHORD 16-17=-311/337, 15-16=-143/789, 13-15=-81/589, 12-13=0/310 WEBS 4-15=-319/186, 5-15=-84/450, 7-13=-63/303, 7-12=-1311/209, 2-16=0/654, 9-12=-211/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 12=127. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 224_BRIDGEMONT Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700193 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-rIPQH6PPwUJPaftc8h3KhFwPvTKW2x_nEZdbJIyZSOg Scale = 1:77.1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 1221 3x6 5x6 5x6 5x8 2x4 3x8 2x4 5x6 3x6 3x6 3x6 5x8 4x6 3x6 5x8 3x8 4x6 5x12 4x8 5-8-15 5-8-15 11-5-3 5-8-4 11-5-11 0-0-8 14-1-3 2-7-8 20-1-11 6-0-8 25-8-11 5-7-0 33-11-15 8-3-4 37-0-11 3-0-12 -0-10-8 0-10-8 5-8-15 5-8-15 11-5-3 5-8-4 14-1-3 2-8-0 20-1-11 6-0-8 25-8-11 5-7-0 31-0-0 5-3-5 33-11-15 2-11-15 37-0-11 3-0-12 0-7-06-5-84-0-1012-6-02-0-102-0-012-6-05.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-6], [2:0-0-5,0-6-5], [2:0-3-8,Edge], [7:0-6-4,0-1-12], [8:0-4-4,0-1-12], [10:0-4-0,0-1-0], [18:0-6-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.45 0.59 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.42 0.02 0.05 (loc) 13-14 13-14 12 13-14 l/defl >999 >732 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 180 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-19: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 7-16,7-14,8-14: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-5 max.): 7-8, 10-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,17-18. REACTIONS.(lb/size)12=1021/Mechanical, 2=379/0-3-8, 18=1731/0-3-8 Max Horz 2=320(LC 5) Max Uplift 12=-34(LC 7), 2=-79(LC 4), 18=-111(LC 6) Max Grav 12=1021(LC 1), 2=400(LC 10), 18=1731(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-420/116, 3-5=-97/557, 5-6=-420/61, 6-7=-940/164, 7-8=-653/187, 8-9=-1042/185, 9-10=-2154/173, 10-11=-1382/77, 11-12=-1000/63 BOT CHORD 2-20=-122/322, 5-18=-1505/173, 17-18=-469/91, 16-17=-99/386, 14-16=-68/578, 13-14=-32/973 WEBS 18-20=-137/348, 3-18=-742/141, 5-17=-82/1236, 6-17=-813/127, 6-16=0/252, 8-14=-24/347, 9-14=-429/183, 9-13=-22/994, 10-13=-1590/144, 11-13=-53/1593 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 2 except (jt=lb) 18=111. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 224_BRIDGEMONT Truss T15 Truss Type Piggyback Base Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700194 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-JVzoVSQ1hoRFBpSpiOaZDSTaEtjznPHwTDN9rkyZSOf Scale = 1:77.1 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 1120 3x6 5x6 5x6 5x12 2x4 3x8 2x4 5x6 3x6 3x6 3x6 5x8 4x6 3x6 5x8 3x8 4x8 4x8 5-8-15 5-8-15 11-5-3 5-8-4 11-5-11 0-0-8 14-1-3 2-7-8 20-1-11 6-0-8 25-8-11 5-7-0 31-11-15 6-3-4 37-0-11 5-0-12 -0-10-8 0-10-8 5-8-15 5-8-15 11-5-3 5-8-4 14-1-3 2-8-0 20-1-11 6-0-8 25-8-11 5-7-0 31-11-15 6-3-4 37-0-11 5-0-12 0-7-06-5-86-0-1012-6-04-0-102-0-012-6-05.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-6], [2:0-0-5,0-6-5], [2:0-3-8,Edge], [7:0-6-4,0-1-12], [8:0-4-4,0-1-12], [9:0-6-0,0-2-0], [12:0-3-8,0-2-0], [17:0-6-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.48 0.44 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.17 0.02 0.03 (loc) 13-15 12-13 11 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-18: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 7-15,7-13,8-13: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-8 max.): 7-8, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19,16-17. REACTIONS.(lb/size)11=1030/Mechanical, 2=398/0-3-8, 17=1704/0-3-8 Max Horz 2=344(LC 5) Max Uplift 11=-35(LC 7), 2=-77(LC 4), 17=-115(LC 6) Max Grav 11=1030(LC 1), 2=412(LC 10), 17=1704(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-450/109, 3-5=-130/478, 5-6=-468/59, 6-7=-961/162, 7-8=-661/192, 8-9=-1067/168, 9-10=-1082/129, 10-11=-985/101 BOT CHORD 2-19=-120/349, 5-17=-1461/175, 16-17=-396/84, 15-16=-111/430, 13-15=-94/592, 12-13=-41/1109 WEBS 17-19=-136/376, 3-17=-708/138, 5-16=-84/1195, 6-16=-790/127, 8-13=0/333, 9-13=-526/149, 9-12=-730/138, 10-12=-103/1354 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 2 except (jt=lb) 17=115. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 224_BRIDGEMONT Truss T16 Truss Type Piggyback Base Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700195 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-JVzoVSQ1hoRFBpSpiOaZDSTYEti8nQiwTDN9rkyZSOf Scale = 1:77.1 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 112021 3x6 5x6 5x6 5x8 3x4 3x8 2x4 5x6 3x6 3x6 3x6 5x8 4x6 3x6 5x8 3x8 3x8 4x6 5-8-15 5-8-15 11-5-3 5-8-4 11-5-11 0-0-8 14-1-3 2-7-8 20-1-11 6-0-8 25-8-11 5-7-0 29-11-15 4-3-4 37-0-11 7-0-12 -0-10-8 0-10-8 5-8-15 5-8-15 11-5-3 5-8-4 14-1-3 2-8-0 20-1-11 6-0-8 25-8-11 5-7-0 29-11-15 4-3-4 37-0-11 7-0-12 0-7-06-5-88-0-1012-6-06-0-102-0-012-6-05.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-6], [2:0-0-5,0-6-5], [2:0-3-8,Edge], [7:0-6-4,0-1-12], [8:0-4-4,0-1-12], [9:0-4-0,0-2-0], [12:0-3-8,0-1-8], [17:0-6-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.60 0.50 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.19 0.02 0.03 (loc) 13-15 11-12 11 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 188 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-18: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 7-15,7-13,8-13,10-12: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-11 max.): 7-8, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19,16-17. WEBS 1 Row at midpt 10-11 REACTIONS.(lb/size)11=1118/Mechanical, 2=402/0-3-8, 17=1701/0-3-8 Max Horz 2=285(LC 6) Max Uplift 11=-59(LC 5), 2=-43(LC 4), 17=-139(LC 6) Max Grav 11=1118(LC 1), 2=416(LC 10), 17=1701(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-457/31, 3-5=-133/459, 5-6=-483/7, 6-7=-971/124, 7-8=-660/158, 8-9=-1033/157, 9-10=-928/77, 10-11=-979/126 BOT CHORD 2-19=-119/356, 5-17=-1454/188, 16-17=-378/7, 15-16=-76/443, 13-15=-55/601, 12-13=-79/942 WEBS 17-19=-137/383, 3-17=-700/107, 5-16=-96/1187, 6-16=-788/139, 8-13=-17/391, 9-13=-477/83, 9-12=-630/144, 10-12=-96/1184 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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 exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 2 except (jt=lb) 17=139. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 224_BRIDGEMONT Truss T17 Truss Type Piggyback Base Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700196 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-Ft5Yv8RHDPhzR7cBppd1JtYxOgMUFKwDxXsGvcyZSOd Scale = 1:77.8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 1221222324 3x6 5x6 5x6 5x6 2x4 3x8 2x4 5x6 3x6 3x6 3x6 5x8 4x6 3x6 5x8 4x8 1.5x4 5x8 4x6 5-8-15 5-8-15 11-5-3 5-8-4 11-5-11 0-0-8 14-1-3 2-7-8 20-1-11 6-0-8 25-8-11 5-7-0 27-11-15 2-3-4 32-4-9 4-4-10 37-0-11 4-8-2 -0-10-8 0-10-8 5-8-15 5-8-15 11-5-3 5-8-4 14-1-3 2-8-0 20-1-11 6-0-8 25-8-11 5-7-0 27-11-15 2-3-4 32-4-9 4-4-10 37-0-11 4-8-2 0-7-06-5-810-0-1012-6-08-0-102-0-012-6-05.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-6], [2:0-0-5,0-6-5], [2:0-3-8,Edge], [7:0-6-4,0-1-12], [8:0-4-4,0-1-12], [18:0-6-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.43 0.57 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.21 0.02 0.04 (loc) 13-14 13-14 12 2-20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 201 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-19: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 7-16,7-14,8-14,9-13,11-13: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8, 9-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-12, 9-14, 9-13 REACTIONS.(lb/size)12=1204/Mechanical, 2=408/0-3-8, 18=1734/0-3-8 Max Horz 2=364(LC 6) Max Uplift 12=-106(LC 5), 2=-126(LC 4), 18=-252(LC 6) Max Grav 12=1204(LC 1), 2=419(LC 10), 18=1734(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-465/121, 3-5=-221/435, 5-6=-529/0, 6-7=-1024/86, 7-8=-731/124, 8-9=-1074/137, 9-10=-594/50, 10-11=-592/48, 11-12=-1117/123 BOT CHORD 2-20=-381/362, 5-18=-1486/217, 17-18=-356/24, 16-17=-77/487, 14-16=-65/638, 13-14=-80/854 WEBS 18-20=-356/390, 3-18=-690/298, 5-17=-123/1219, 6-17=-804/162, 7-14=-63/264, 8-14=-25/499, 9-14=-442/92, 9-13=-537/65, 10-13=-326/132, 11-13=-95/1164 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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 exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=106, 2=126, 18=252. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 224_BRIDGEMONT Truss T18 Truss Type Piggyback Base Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700197 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-j3fw7TSvzjqq3HAONW8Gr54414jy_n8N9BbpS3yZSOc Scale = 1:77.8 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12222324 3x6 5x6 5x12 2x4 3x8 2x4 5x6 3x6 3x6 3x6 5x8 4x6 3x6 5x8 3x4 3x4 3x4 4x6 4x6 5-8-15 5-8-15 11-5-3 5-8-4 11-5-11 0-0-8 14-1-3 2-7-8 20-1-11 6-0-8 25-8-11 5-7-0 25-11-15 0-3-4 31-4-9 5-4-10 37-0-11 5-8-2 -0-10-8 0-10-8 5-8-15 5-8-15 11-5-3 5-8-4 14-1-3 2-8-0 20-1-11 6-0-8 25-8-11 5-7-0 25-11-15 0-3-4 31-4-9 5-4-10 37-0-11 5-8-2 0-7-06-5-812-0-1012-6-010-0-102-0-012-6-05.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-6], [2:0-0-5,0-6-5], [2:0-3-8,Edge], [7:0-6-4,0-1-12], [8:0-2-7,0-2-4], [19:0-6-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.57 0.49 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.13 0.02 0.04 (loc) 13-14 13-14 12 2-21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 216 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-20: 2x4 SPF-S Stud WEBS 2x4 SPF No.2 *Except* 3-21,19-21,3-19,5-18,6-18,6-17: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8, 9-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-12, 9-14, 10-13 REACTIONS.(lb/size)12=1245/Mechanical, 2=405/0-3-8, 19=1736/0-3-8 Max Horz 2=413(LC 6) Max Uplift 12=-150(LC 5), 2=-114(LC 4), 19=-253(LC 6) Max Grav 12=1245(LC 1), 2=417(LC 10), 19=1736(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-461/93, 3-5=-258/448, 5-6=-518/0, 6-7=-1020/59, 7-8=-737/97, 8-9=-669/92, 9-10=-728/91, 10-11=-565/71, 11-12=-1118/177 BOT CHORD 2-21=-398/359, 5-19=-1489/217, 18-19=-368/1, 17-18=-95/477, 15-17=-95/634, 14-15=-93/734, 13-14=-71/565 WEBS 19-21=-374/386, 3-19=-695/290, 5-18=-123/1222, 6-18=-810/161, 7-15=-51/281, 9-14=-403/90, 10-14=-54/373, 10-13=-707/197, 11-13=-141/1132 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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 exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=150, 2=114, 19=253. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 224_BRIDGEMONT Truss T19 Truss Type Piggyback Base Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700198 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-CGDJKpTYk0yhgQlaxEfVOId9zU0FjEfWOrLM_VyZSOb Scale = 1:78.0 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 122122 3x6 5x6 5x6 6x6 6x10 3x4 3x8 2x4 5x6 3x6 3x6 3x6 5x8 4x6 3x6 5x8 3x8 4x8 4x8 5-8-15 5-8-15 11-5-3 5-8-4 11-5-11 0-0-8 14-1-3 2-7-8 20-1-11 6-0-8 25-8-11 5-7-0 28-6-5 2-9-10 37-0-11 8-6-6 -0-10-8 0-10-8 5-8-15 5-8-15 11-5-3 5-8-4 14-1-3 2-8-0 20-1-11 6-0-8 25-8-11 5-7-0 27-5-9 1-8-14 28-6-5 1-0-12 37-0-11 8-6-6 0-7-06-5-810-9-210-0-1012-6-08-0-102-0-012-6-05.00 12 12.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-6], [2:0-0-5,0-6-5], [2:0-3-8,Edge], [7:0-6-4,0-1-12], [8:0-4-4,0-1-12], [18:0-6-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.94 0.68 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.41 0.01 0.04 (loc) 12-13 12-13 12 2-20 l/defl >999 >752 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 206 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-10: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-19: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 7-16,7-14,8-14,9-14,9-13,11-13: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-14 max.): 7-8, 10-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-12, 9-14, 10-13 REACTIONS.(lb/size)12=1185/Mechanical, 2=405/0-3-8, 18=1708/0-3-8 Max Horz 2=364(LC 6) Max Uplift 12=-99(LC 5), 2=-126(LC 4), 18=-253(LC 6) Max Grav 12=1185(LC 1), 2=418(LC 10), 18=1708(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-462/121, 3-5=-225/450, 5-6=-494/0, 6-7=-986/87, 7-8=-673/130, 8-9=-976/153, 9-10=-1061/134, 10-11=-823/74, 11-12=-991/143 BOT CHORD 2-20=-377/360, 5-18=-1458/223, 17-18=-369/27, 16-17=-77/454, 14-16=-57/611, 13-14=-71/781 WEBS 18-20=-352/387, 3-18=-696/301, 5-17=-129/1191, 6-17=-793/162, 8-14=-44/450, 9-14=-518/66, 9-13=-91/436, 10-13=-943/236, 11-13=-97/1093 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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 exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 2=126, 18=253. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 224_BRIDGEMONT Truss T20 Truss Type Piggyback Base Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700199 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-gSnhY9UAVK4YIaKmVxAkwWAS7uQpSh_gdV4wWxyZSOa Scale = 1:78.0 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13222324 3x6 5x6 5x6 5x6 6x6 2x4 3x8 2x4 5x6 3x6 3x6 3x6 5x8 4x6 3x8 1.5x4 5x8 5x12 4x6 4x6 5-8-15 5-8-15 11-5-3 5-8-4 11-5-11 0-0-8 14-1-3 2-7-8 20-1-11 6-0-8 25-8-11 5-7-0 32-6-5 6-9-10 37-0-11 4-6-6 -0-10-8 0-10-8 5-8-15 5-8-15 11-5-3 5-8-4 14-1-3 2-8-0 16-5-11 2-4-8 20-1-11 3-8-0 25-8-11 5-7-0 27-5-9 1-8-14 32-6-5 5-0-12 37-0-11 4-6-6 0-7-06-5-810-9-28-0-1012-6-06-0-102-0-012-6-05.00 12 12.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-6], [2:0-0-5,0-6-5], [2:0-3-8,Edge], [8:0-6-4,0-1-12], [9:0-4-4,0-1-12], [19:0-6-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.40 0.40 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.17 0.02 0.08 (loc) 15-17 14-15 13 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 207 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-11: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-20: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 8-17,8-15,9-15,10-15,11-15: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-9, 11-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 12-13, 10-15 REACTIONS.(lb/size)13=1103/Mechanical, 2=409/0-3-8, 19=1703/0-3-8 Max Horz 2=354(LC 6) Max Uplift 13=-266(LC 5), 2=-116(LC 4), 19=-487(LC 6) Max Grav 13=1103(LC 1), 2=421(LC 10), 19=1703(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-470/99, 3-5=-288/429, 5-6=-500/142, 6-7=-985/367, 7-8=-937/431, 8-9=-690/380, 9-10=-989/508, 10-11=-956/389, 11-12=-707/281, 12-13=-1078/418 BOT CHORD 2-21=-345/367, 5-19=-1450/625, 18-19=-344/153, 17-18=-184/445, 15-17=-203/607, 14-15=-287/725 WEBS 19-21=-292/393, 3-19=-684/339, 5-18=-486/1141, 6-18=-759/280, 9-15=-284/444, 10-15=-465/254, 11-14=-753/279, 12-14=-468/1180, 6-17=-99/290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=266, 2=116, 19=487. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 224_BRIDGEMONT Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700200 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-8eK3lVUoGeCPwkvz2fhzTjia?Hd8B6Xps9qT2OyZSOZ Scale = 1:78.0 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 1322232425 3x6 5x12 5x6 5x6 3x4 3x8 2x4 2x4 3x6 3x6 3x6 5x12 1.5x4 3x8 1.5x4 5x8 3x8 3x6 3x6 3x8 5-8-15 5-8-15 11-5-3 5-8-4 11-5-11 0-0-8 14-1-3 2-7-8 20-1-11 6-0-8 25-8-11 5-7-0 27-5-9 1-8-14 37-0-11 9-7-2 -0-10-8 0-10-8 5-8-15 5-8-15 11-5-3 5-8-4 14-1-3 2-8-0 16-5-11 2-4-8 20-1-11 3-8-0 25-8-11 5-7-0 27-5-9 1-8-14 32-1-6 4-7-13 37-0-11 4-11-5 0-7-06-5-810-9-212-6-03-11-92-0-012-6-05.00 12 12.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-6], [2:0-0-5,0-6-5], [2:0-3-8,Edge], [8:0-6-4,0-1-12], [9:0-4-4,0-1-12], [19:0-5-4,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.59 0.97 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.55 0.03 0.04 (loc) 13-14 13-14 13 2-21 l/defl >999 >555 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 205 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-20: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 8-17,8-15,9-15,10-15,10-14: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21. WEBS 1 Row at midpt 10-15, 11-13 REACTIONS.(lb/size)2=398/0-3-8, 19=1723/0-3-8, 13=1134/Mechanical Max Horz 2=275(LC 6) Max Uplift 2=-148(LC 4), 19=-243(LC 6), 13=-32(LC 7) Max Grav 2=408(LC 10), 19=1723(LC 1), 13=1134(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-438/173, 3-5=-170/456, 5-6=-102/402, 6-7=-983/113, 7-8=-935/176, 8-9=-684/185, 9-10=-965/227, 10-11=-982/150 BOT CHORD 2-21=-314/338, 5-19=-293/126, 18-19=-5/422, 17-18=-7/420, 15-17=0/605, 14-15=0/809, 13-14=-62/704 WEBS 19-21=-284/360, 3-19=-687/331, 6-19=-1399/129, 9-15=-83/413, 10-15=-593/116, 11-13=-1079/110, 6-17=-60/319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 2=148, 19=243. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 224_BRIDGEMONT Truss T22 Truss Type Piggyback Base Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700201 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-cruRzrVQ1xKGXuU9cMCC0xFhBh0swbSy4oZ0bqyZSOY Scale = 1:71.1 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 5x6 4x8 4x6 6x6 3x4 1.5x4 2x4 2x4 4x6 4x10 1.5x4 6x16 3x6 5x6 4x8 2-7-8 2-7-8 8-8-0 6-0-8 15-1-0 6-5-0 25-7-0 10-6-0 2-7-8 2-7-8 5-0-0 2-4-8 8-8-0 3-8-0 14-3-0 5-7-0 15-1-0 0-10-0 15-11-14 0-10-14 20-7-11 4-7-13 25-7-0 4-11-5 5-4-66-5-810-9-212-6-03-11-92-0-012-6-05.00 12 12.00 12 6.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-1-12], [5:0-4-4,0-1-12], [11:0-7-0,0-3-0], [13:0-4-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.88 0.75 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.40 -0.97 0.03 0.02 (loc) 10-11 10-11 10 12 l/defl >750 >314 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 188 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-11: 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 2-13,3-13,4-13,5-11,7-11,4-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 3-13, 4-13, 7-11, 8-10 REACTIONS.(lb/size)15=1117/Mechanical, 10=1141/Mechanical Max Horz 15=-130(LC 4) Max Uplift 15=-10(LC 7), 10=-31(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-468/51, 2-3=-857/137, 3-4=-811/211, 4-5=-704/200, 5-6=-926/248, 6-7=-1080/257, 7-8=-968/168, 1-15=-1124/96 BOT CHORD 13-14=-75/422, 10-11=-79/687 WEBS 2-14=-692/115, 5-11=-92/371, 7-11=-518/173, 1-14=-57/968, 8-10=-1025/147, 11-13=0/628, 4-11=-54/394 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 10. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 224_BRIDGEMONT Truss T23 Truss Type Piggyback Base Qty 2 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700202 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-cruRzrVQ1xKGXuU9cMCC0xFqwh44weXy4oZ0bqyZSOY Scale = 1:71.1 1 2 3 4 5 6 10 9 8 7111213 5x6 4x6 8x8 2x4 1.5x4 3x6 3x6 4x10 1.5x4 3x4 2-7-8 2-7-8 8-8-0 6-0-8 15-1-0 6-5-0 2-7-8 2-7-8 5-0-0 2-4-8 8-8-0 3-8-0 14-3-0 5-7-0 15-1-0 0-10-0 5-4-66-5-812-6-011-8-012-6-05.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [5:0-7-1,0-4-0], [8:0-4-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.32 0.48 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.15 0.00 0.01 (loc) 7-8 7-8 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 129 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-9,1-10,1-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8, 4-8, 5-8, 5-7 REACTIONS.(lb/size)10=686/Mechanical, 7=738/Mechanical Max Horz 10=202(LC 6) Max Uplift 7=-120(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-284/0, 2-3=-435/0, 3-4=-391/69, 1-10=-684/0 WEBS 2-9=-349/0, 1-9=0/563, 5-8=-140/436, 5-7=-653/215 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=120. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 224_BRIDGEMONT Truss T24 Truss Type ROOF SPECIAL Qty 3 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700203 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-41SpABW2oFS7923LA4jRY8o1w5S5f1K6JSJa7GyZSOX Scale = 1:59.1 1 2 3 4 5 10 9 8 7 6 1.5x4 3x6 4x6 4x6 3x4 5x6 5x6 3x6 3x8 3x8 3-3-8 3-3-8 5-11-12 2-8-4 10-7-14 4-8-2 13-11-6 3-3-8 3-3-8 3-3-8 5-11-12 2-8-4 10-7-14 4-8-2 13-11-6 3-3-8 3-2-09-1-121-2-23-0-012.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.36 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 0.22 0.03 (loc) 7 7-8 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=546/0-3-8, 6=546/0-3-8 Max Horz 10=-242(LC 4) Max Uplift 10=-32(LC 7), 6=-17(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-521/62, 1-2=-685/85, 2-3=-520/84, 3-4=-566/74, 4-5=-1756/0, 5-6=-558/47 BOT CHORD 9-10=-276/323, 8-9=-169/435, 7-8=0/1098 WEBS 1-9=0/428, 2-9=-158/254, 3-8=-53/446, 4-8=-795/108, 4-7=0/842, 5-7=0/1346 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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) 10, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. September 27,2019 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 224_BRIDGEMONT Truss T25 Truss Type ROOF SPECIAL Qty 4 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700204 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-YD0CNXXgZZa_nCeXknFg5MKB2VoaOUyFY627fiyZSOW Scale = 1:52.8 1 2 3 4 5 10 9 8 7 6 3x4 5x6 4x6 4x6 3x4 5x6 5x6 3x8 3x8 3x8 3-3-8 3-3-8 6-11-12 3-8-4 10-7-14 3-8-2 13-11-6 3-3-8 3-3-8 3-3-8 6-11-12 3-8-4 10-7-14 3-8-2 13-11-6 3-3-8 1-2-08-1-121-2-23-0-012.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.22 0.35 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.18 0.34 0.05 (loc) 8-9 8-9 6 9 l/defl >999 >912 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 66 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 4-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=546/0-3-8, 6=546/0-3-8 Max Horz 10=195(LC 5) Max Uplift 10=-20(LC 7), 6=-20(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-565/92, 1-2=-1725/198, 2-3=-631/52, 3-4=-631/71, 4-5=-1711/0, 5-6=-564/53 BOT CHORD 9-10=-273/304, 8-9=-251/1072, 7-8=0/1064 WEBS 1-9=-104/1302, 2-9=-198/811, 2-8=-703/227, 3-8=-23/585, 4-8=-695/75, 4-7=0/801, 5-7=0/1290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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) 10, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. September 27,2019 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 224_BRIDGEMONT Truss T26 Truss Type ROOF SPECIAL Qty 3 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700205 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-YD0CNXXgZZa_nCeXknFg5MK7PVptOaIFY627fiyZSOW Scale = 1:60.8 1 2 3 4 5 10 9 8 7 6 1.5x4 3x6 4x6 8x8 5x6 5x8 3x6 4x8 1.5x4 3-3-8 3-3-8 5-11-12 2-8-4 10-6-2 4-6-6 12-0-4 1-6-2 20-1-4 8-1-0 3-3-8 3-3-8 5-11-12 2-8-4 10-6-2 4-6-6 12-0-4 1-6-2 20-1-4 8-1-0 3-2-04-7-69-1-120-8-90-10-123-2-33-0-012.00 12 6.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-2-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.45 0.26 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.67 0.53 0.15 (loc) 5 5-6 6 5 l/defl >901 >355 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 115 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 4-6: 2x10 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-8: 2x4 SP 2400F 2.0E 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)10=531/0-3-8, 6=537/0-3-8 Max Horz 10=-176(LC 4) Max Uplift 10=-26(LC 7), 6=-22(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-513/18, 1-2=-694/8, 2-3=-584/67, 3-4=-609/45, 4-5=-1849/104 BOT CHORD 8-9=-2/457, 7-8=-21/2255, 5-7=-25/2252 WEBS 1-9=0/452, 3-8=-23/637, 4-8=-1922/176 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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) 10, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. September 27,2019 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 224_BRIDGEMONT Truss T27 Truss Type Roof Special Qty 3 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700206 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-0QaabtYIKsirOLDkHUmvdZtIUvCb75aPmmohC9yZSOV Scale = 1:33.3 1 2 3 5 4 3x4 1.5x4 8x8 5x6 2-4-8 2-4-8 10-5-8 8-1-0 0-10-6 0-10-6 2-4-8 1-6-2 10-5-8 8-1-0 2-5-121-7-60-8-93-10-123-2-312.00 12 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.49 0.11 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.17 0.05 0.05 (loc) 3-4 3-4 4 3-4 l/defl >999 >714 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-4: 2x10 SP No.1 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)5=413/0-3-8, 4=417/0-3-8 Max Horz 5=-144(LC 7) Max Uplift 5=-13(LC 7), 4=-47(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-425/109 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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 capable of withstanding 100 lb uplift at joint(s) 5, 4. September 27,2019 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 224_BRIDGEMONT Truss T28 Truss Type COMMON Qty 3 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700207 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-Uc8yoCYx5Aqi0VowrCH8AnQWaIWdsSlY?QXEkbyZSOU Scale = 1:90.3 1 2 3 6 5 4 7 8 9 3x6 6x8 2x4 3x6 3x4 3x6 4x6 4x6 4x6 4x6 5-0-0 5-0-0 10-11-8 5-11-8 5-0-0 5-0-0 10-10-0 5-10-0 10-11-8 0-1-8 5-5-816-3-81-0-016-2-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.28 0.25 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.09 -0.01 0.04 (loc) 4-5 4-5 8 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 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* 1-6,1-5: 2x4 SPF-S Stud OTHERS 2x6 SP 2400F 2.0E 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 3-7, 2-4, 3-8 REACTIONS.(lb/size)6=478/Mechanical, 8=469/0-3-0 Max Horz 6=315(LC 6) Max Uplift 8=-421(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-313/23, 1-6=-449/0, 4-7=-444/350, 3-7=-444/350 BOT CHORD 5-6=-324/28 WEBS 2-5=-280/139, 2-4=-305/428, 3-8=-469/540 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; porch 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, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=421. September 27,2019 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 224_BRIDGEMONT Truss T30 Truss Type Roof Special Qty 5 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700208 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-Uc8yoCYx5Aqi0VowrCH8AnQYcIX5sX7Y?QXEkbyZSOU Scale = 1:30.0 1 2 3 4 5 6 9 8 7 2x4 6x8 4x6 4x6 4x6 2x4 3x4 3x8 1-5-7 1-5-7 2-7-10 1-2-3 3-8-12 1-1-2 4-8-14 1-0-2 7-0-8 2-3-10 -1-2-8 1-2-8 0-1-1 0-1-1 1-5-7 1-4-6 2-7-10 1-2-3 3-8-12 1-1-2 4-8-14 1-0-2 7-0-8 2-3-10 0-5-110-11-21-5-72-1-62-10-145-2-83.75 12 5.38 12 7.25 12 9.38 12 12.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.15 0.15 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 8 7-8 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 33 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)1=270/0-3-8, 7=270/Mechanical Max Horz 1=145(LC 5) Max Uplift 1=-9(LC 4), 7=-48(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-466/63, 2-3=-461/101, 3-4=-335/63, 4-5=-344/93 BOT CHORD 1-9=-64/405, 8-9=-52/364 WEBS 5-8=-66/285 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7. September 27,2019 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 224_BRIDGEMONT Truss T31 Truss Type ROOF SPECIAL Qty 8 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700209 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-zoiK0YZZsUyZefN6PvoNj_yg0ik8boQhE4HnG1yZSOT Scale = 1:52.1 1 2 3 4 5 6 7109 8 4x6 4x8 6x6 3x4 4x6 6x16 2x4 6x8 1.5x4 9-9-9 9-9-9 14-10-4 5-0-11 18-1-12 3-3-8 -1-0-0 1-0-0 5-0-9 5-0-9 9-9-9 4-9-0 11-2-2 1-4-9 14-10-4 3-8-2 18-1-12 3-3-8 0-6-03-9-35-1-128-1-121-2-23-0-04.00 12 12.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.36 0.74 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.65 0.34 0.08 (loc) 2-10 2-10 8 9-10 l/defl >898 >331 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=712/0-3-8, 2=785/0-3-8 Max Horz 2=149(LC 5) Max Uplift 8=-29(LC 7), 2=-110(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1485/204, 3-4=-1080/87, 4-5=-1397/179, 5-6=-2202/253, 6-7=-2250/68, 7-8=-747/81 BOT CHORD 2-10=-77/1359, 9-10=0/649 WEBS 3-10=-423/202, 4-10=-781/157, 5-10=-116/1180, 5-9=-175/1459, 7-9=0/1685 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 8 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 capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 2=110. September 27,2019 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 224_BRIDGEMONT Truss T32 Truss Type Roof Special Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700210 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-zoiK0YZZsUyZefN6PvoNj_yhZipObruhE4HnG1yZSOT Scale = 1:52.8 1 2 3 4 5 10 9 8 7 6 3x4 5x6 4x6 4x6 3x4 5x6 5x6 3x8 3x8 3x8 3-3-8 3-3-8 7-0-10 3-9-2 10-8-12 3-8-2 14-0-4 3-3-8 3-3-8 3-3-8 7-0-10 3-9-2 10-8-12 3-8-2 14-0-4 3-3-8 1-1-28-1-121-2-23-0-012.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.26 0.40 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.20 0.37 0.06 (loc) 8-9 8-9 6 9 l/defl >999 >832 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 66 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=549/0-3-8, 6=549/0-3-8 Max Horz 10=195(LC 5) Max Uplift 10=-19(LC 7), 6=-20(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-579/95, 1-2=-1840/212, 2-3=-638/52, 3-4=-638/71, 4-5=-1721/0, 5-6=-567/53 BOT CHORD 9-10=-275/311, 8-9=-261/1136, 7-8=0/1071 WEBS 1-9=-118/1394, 2-9=-208/891, 2-8=-759/236, 3-8=-21/590, 4-8=-697/75, 4-7=0/805, 5-7=0/1298 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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) 10, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. September 27,2019 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 224_BRIDGEMONT Truss TG01 Truss Type Common Girder Qty 1 Ply 2 224 BRIDGEMONT Job Reference (optional) I38700211 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-R?GiDuaBdn4PFpxJzdJcFCVmo66LKIdrTk0LoUyZSOS Scale = 1:60.8 1 2 3 4 5 6 7 12 11 10 9 81314151617181920212223 4x8 12x12 4x8 10x10 1.5x4 10x10 1.5x4 12x12 6-2-3 6-2-3 12-0-13 5-10-11 18-3-0 6-2-3 -0-10-8 0-10-8 4-8-8 4-8-8 9-1-8 4-5-0 13-6-8 4-5-0 18-3-0 4-8-8 19-1-8 0-10-8 1-2-010-3-81-2-012.00 12 Plate Offsets (X,Y)-- [8:Edge,0-10-9], [8:0-1-12,0-0-0], [12:0-1-12,0-0-0], [12:Edge,0-10-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.68 0.55 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.20 0.01 0.06 (loc) 9-11 9-11 8 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 242 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-9,4-11: 2x4 SPF No.2, 2-12,6-8: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)12=5732/0-3-8, 8=5897/0-3-8 Max Horz 12=242(LC 4) Max Uplift 12=-472(LC 5), 8=-552(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5361/537, 3-4=-5235/644, 4-5=-5270/724, 5-6=-5397/618, 2-12=-4330/444, 6-8=-4350/506 BOT CHORD 11-12=-284/1054, 9-11=-256/2603, 8-9=-97/1115 WEBS 4-9=-598/3733, 4-11=-402/3646, 2-11=-249/2675, 6-9=-289/2639 NOTES- 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 0-8-0 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=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=472, 8=552. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1002 lb down and 45 lb up at 1-1-8, 1010 lb down and 57 lb up at 3-1-8, 1098 lb down and 71 lb up at 5-1-8, 1170 lb down and 118 lb up at 7-1-8, 1185 lb down and 162 lb up at 9-1-8, 1151 lb down and 111 lb up at 11-1-8, 1083 lb down and 278 lb up at 13-1-8, and 1114 lb down and 44 lb up at 15-1-8, and 1121 lb down and 43 lb up at 17-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 September 27,2019 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 224_BRIDGEMONT Truss TG01 Truss Type Common Girder Qty 1 Ply 2 224 BRIDGEMONT Job Reference (optional) I38700211 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:49 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-R?GiDuaBdn4PFpxJzdJcFCVmo66LKIdrTk0LoUyZSOS LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60, 12-17=-20, 17-19=-60, 8-19=-20 Concentrated Loads (lb) Vert: 13=-1002(B) 14=-1010(B) 15=-1098(B) 16=-1170(B) 18=-1185(B) 20=-1151(B) 21=-1083(B) 22=-1114(B) 23=-1121(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 224_BRIDGEMONT Truss TG02 Truss Type Common Girder Qty 1 Ply 2 224 BRIDGEMONT Job Reference (optional) I38700212 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-vBp4REbpO5CGtzWVWKqroP2tFWQv3pb_hOmuLwyZSOR Scale = 1:53.8 1 2 3 4 5 8 7 691011121314 3x4 4x6 3x4 10x10 4x6 4x6 6x8 6x8 7-1-8 7-1-8 14-3-0 7-1-8 3-8-8 3-8-8 7-1-8 3-5-0 10-6-8 3-5-0 14-3-0 3-8-8 1-6-08-7-81-6-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.89 0.66 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.23 0.01 0.06 (loc) 6-7 6-7 6 6-7 l/defl >999 >739 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 178 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-7,1-8,5-6: 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. REACTIONS.(lb/size)8=3089/0-3-8, 6=3617/0-3-8 Max Horz 8=-203(LC 3) Max Uplift 6=-41(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-651/0, 2-3=-2846/73, 3-4=-2846/73, 4-5=-1017/136, 1-8=-526/9, 5-6=-785/111 BOT CHORD 7-8=-51/1834, 6-7=0/1868 WEBS 3-7=-29/3716, 4-7=-37/274, 2-7=-59/331, 2-8=-2417/62, 4-6=-2039/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 586 lb down at 2-0-12, 586 lb down at 4-0-12, 1118 lb down and 32 lb up at 6-0-12, 1118 lb down and 32 lb up at 8-0-12, and 1090 lb down and 34 lb up at 10-0-12, and 1090 lb down and 34 lb up at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-8=-20 Concentrated Loads (lb) Vert: 9=-586(F) 10=-586(F) 11=-1118(F) 12=-1118(F) 13=-1090 14=-1090 September 27,2019 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 224_BRIDGEMONT Truss TG03 Truss Type Common Girder Qty 1 Ply 2 224 BRIDGEMONT Job Reference (optional) I38700213 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-NNNTeabR9PK7V75h42L4Kda4Rwp1oJi8w2VStMyZSOQ Scale = 1:73.3 1 2 3 4 5 10 9 8 7 611121314151617181920212223 4x6 10x10 4x6 6x8 5x6 6x8 5x6 10x10 7-7-8 7-7-8 14-11-8 7-4-0 22-7-0 7-7-8 5-9-8 5-9-8 11-3-8 5-6-0 16-9-8 5-6-0 22-7-0 5-9-8 1-2-012-5-81-2-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-3-0], [4:0-3-0,0-3-0], [5:Edge,0-9-4], [6:0-1-12,0-0-0], [10:0-1-12,0-0-0], [10:Edge,0-9-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.73 0.47 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.26 0.01 -0.03 (loc) 6-7 6-7 6 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 291 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-7,3-9: 2x4 SPF No.2, 1-10,5-6: 2x4 SPF 2100F 1.8E 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)10=2388/0-3-8, 6=3696/0-3-8 Max Horz 10=289(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2346/0, 2-3=-2251/60, 3-4=-2752/0, 4-5=-2849/0, 1-10=-1870/0, 5-6=-2188/0 BOT CHORD 9-10=-244/476, 7-9=0/1208, 6-7=0/1142 WEBS 3-7=0/2216, 4-7=-296/262, 3-9=-175/1011, 2-9=-299/262, 1-9=0/1135, 5-7=0/799 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 193 lb down at 0-1-12, 186 lb down at 2-0-12, 186 lb down at 4-0-12, 228 lb down and 122 lb up at 6-0-12, 186 lb down at 8-0-12, 186 lb down at 10-0-12, 186 lb down at 12-0-12, 186 lb down at 14-0-12, 186 lb down at 16-0-12, 666 lb down at 17-4-8, and 666 lb down at 19-1-8, and 1097 lb down and 22 lb up at 21-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 10-15=-20, 15-18=-60, 6-18=-20 Concentrated Loads (lb) Vert: 10=-193(B) 11=-186(B) 12=-186(B) 13=-186(B) 14=-186(B) 16=-186(B) 17=-186(B) 19=-186(B) 20=-186(B) 21=-666(B) 22=-666(B) 23=-1097(B) September 27,2019 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 224_BRIDGEMONT Truss TG04 Truss Type PIGGYBACK BASE Qty 1 Ply 4 224 BRIDGEMONT Job Reference (optional) I38700214 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-raxrrwc3wiS_6HgueltJtq7MlJCmXkqH9iF?PoyZSOP Scale: 3/16"=1' 1 2 3 4 5 6 7 10 9 8 5x6 5x6 6x6 6x8 6x8 8x8 8x8 8x8 2x4 9-4-0 9-4-0 12-11-8 3-7-8 22-3-8 9-4-0 -2-10-8 2-10-8 4-9-12 4-9-12 9-4-0 4-6-4 12-11-8 3-7-8 17-5-12 4-6-4 22-3-8 4-9-12 1-2-010-6-01-2-010-6-012.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-5], [4:0-2-8,Edge], [5:0-3-0,0-1-8], [7:0-1-12,Edge], [8:0-3-8,0-6-0], [10:0-4-0,0-6-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.31 0.31 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.15 0.01 0.03 (loc) 7-8 7-8 7 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 762 lb FT = 20% GRIP 137/130 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=10713/0-3-8, 2=10919/0-3-8 Max Horz 2=267(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9383/0, 3-4=-9184/0, 4-5=-6452/0, 5-6=-8788/0, 6-7=-8995/0 BOT CHORD 2-10=0/6239, 8-10=0/6193, 7-8=0/5914 WEBS 3-10=-35/302, 4-10=0/6228, 5-10=-8/835, 5-8=0/5206, 6-8=-23/431 NOTES- 1) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 1 1/2x11 7/8 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 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=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Load case(s) 1, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-7=-60, 2-7=-915(F=-895) 9) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-7=-20, 2-7=-915(F=-895) Continued on page 2 September 27,2019 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 224_BRIDGEMONT Truss TG04 Truss Type PIGGYBACK BASE Qty 1 Ply 4 224 BRIDGEMONT Job Reference (optional) I38700214 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:52 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-raxrrwc3wiS_6HgueltJtq7MlJCmXkqH9iF?PoyZSOP LOAD CASE(S) Standard 10) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-20, 4-5=-60, 5-7=-60, 2-7=-915(F=-895) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 224_BRIDGEMONT Truss TG05 Truss Type Flat Girder Qty 1 Ply 3 224 BRIDGEMONT Job Reference (optional) I38700215 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-JmVD3Gdhg0arkQF4CTOYQ2gT?jTRG7ZRNM_YxFyZSOO Scale = 1:38.0 1 2 3 4 5 6 12 11 10 9 8 713141516171819202122 6x16 3x8 6x16 10x16 MT18HS10x16 2x4 3x12 6x10 2x4 10x16 4x6 4x6 5-7-12 5-7-12 11-1-12 5-6-0 16-7-12 5-6-0 22-3-8 5-7-12 5-7-12 5-7-12 11-1-12 5-6-0 16-7-12 5-6-0 22-3-8 5-7-12 2-8-62-8-6Plate Offsets (X,Y)-- [8:0-5-8,0-6-0], [11:0-7-0,0-6-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.54 0.60 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.33 -0.64 0.04 0.12 (loc) 9 9 7 9 l/defl >789 >410 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 464 lb FT = 20% GRIP 137/130 137/130 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF No.2 *Except* 1-11,3-11,3-8,6-8: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-6, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)12=10766/0-3-8, 7=10772/0-3-8 Max Horz 12=59(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-6926/0, 1-2=-18278/0, 2-3=-18278/0, 3-5=-18280/0, 5-6=-18280/0, 6-7=-6927/0 BOT CHORD 11-12=-30/365, 9-11=0/27744, 8-9=0/27744, 7-8=-4/365 WEBS 1-11=0/19125, 3-11=-10107/0, 3-9=0/6687, 3-8=-10105/0, 6-8=0/19126 NOTES- 1) 3-ply truss to be connected together with 16d (0.131"x 3.5") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 1 1/2x11 7/8 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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 4) Provide adequate drainage to prevent water ponding. 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) Bearing at joint(s) 12, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 12 lb down and 72 lb up at 2-0-12, 12 lb down and 72 lb up at 4-0-12, 12 lb down and 72 lb up at 6-0-12, 12 lb down and 72 lb up at 8-0-12, 12 lb down and 72 lb up at 10-0-12, 12 lb down and 72 lb up at 12-0-12, 12 lb down and 72 lb up at 14-0-12, 12 lb down and 72 lb up at 16-0-12, 12 lb down and 72 lb up at 18-0-12, and 12 lb down and 72 lb up at 20-0-12, and 12 lb down and 72 lb up at 21-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 September 27,2019 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 224_BRIDGEMONT Truss TG05 Truss Type Flat Girder Qty 1 Ply 3 224 BRIDGEMONT Job Reference (optional) I38700215 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:53 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-JmVD3Gdhg0arkQF4CTOYQ2gT?jTRG7ZRNM_YxFyZSOO LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 7-12=-915(F=-895) Concentrated Loads (lb) Vert: 10=-8 13=-8 14=-8 15=-8 16=-8 17=-8 18=-8 19=-8 20=-8 21=-8 22=-8 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 224_BRIDGEMONT Truss TG06 Truss Type Flat Girder Qty 1 Ply 2 224 BRIDGEMONT Job Reference (optional) I38700216 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-ny3bGceKRKjiMaqGlAvnyFCiS7qk?bnac0k6UhyZSON Scale = 1:31.2 1 2 3 6 5 4 7 8 9 10 11 12 3x4 3x8 3x4 10x10 1.5x4 3x8 5-5-8 5-5-8 10-11-0 5-5-8 5-5-8 5-5-8 10-11-0 5-5-8 5-2-8LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.30 0.54 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 0.00 0.02 (loc) 5-6 5-6 4 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 116 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=2003/0-3-8, 4=1938/0-3-8 Max Horz 6=140(LC 4) Max Uplift 6=-58(LC 3), 4=-51(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1475/39, 1-2=-1498/7, 2-3=-1498/7, 3-4=-1480/40 WEBS 1-5=0/1983, 2-5=-357/127, 3-5=-2/1991 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 250 lb down and 60 lb up at 2-0-12, 459 lb down and 21 lb up at 2-0-12, 459 lb down at 3-11-4, 250 lb down and 60 lb up at 4-0-12, 459 lb down at 5-11-4, 250 lb down and 60 lb up at 6-0-12, 459 lb down at 7-7-4, and 250 lb down and 60 lb up at 8-0-12, and 253 lb down and 59 lb up at 10-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=-709(F=-250, B=-459) 8=-709(F=-250, B=-459) 9=-709(F=-250, B=-459) 10=-459(B) 11=-250(F) 12=-253(F) September 27,2019 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 224_BRIDGEMONT Truss V01 Truss Type Valley Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700217 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-ny3bGceKRKjiMaqGlAvnyFCf97tv?h6ac0k6UhyZSON Scale = 1:35.7 1 2 3 43x8 4x6 3x8 1.5x4 0-0-4 0-0-4 11-0-12 11-0-8 5-6-6 5-6-6 11-0-12 5-6-6 0-0-45-6-60-0-412.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [3:0-2-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.51 0.33 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=231/11-0-4, 3=231/11-0-4, 4=366/11-0-4 Max Horz 1=-120(LC 4) Max Uplift 1=-24(LC 7), 3=-24(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 27,2019 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 224_BRIDGEMONT Truss V02 Truss Type Valley Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700218 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-F8dzUyeyCdrZzkPSJtQ0VTluoXFTkAsjrgTf07yZSOM Scale = 1:24.3 1 2 3 43x4 4x6 3x4 1.5x4 0-0-4 0-0-4 7-0-12 7-0-8 3-6-6 3-6-6 7-0-12 3-6-6 0-0-43-6-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.20 0.25 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=141/7-0-4, 3=141/7-0-4, 4=226/7-0-4 Max Horz 1=-74(LC 4) Max Uplift 1=-17(LC 7), 3=-17(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 27,2019 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 224_BRIDGEMONT Truss V03 Truss Type Valley Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700219 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-kLBMhHfazxzQbu_ftbxF1gI6nxbPTdnt4KDDYayZSOL Scale = 1:10.5 1 2 3 2x4 3x4 2x4 0-0-4 0-0-4 3-0-12 3-0-8 1-6-6 1-6-6 3-0-12 1-6-6 0-0-41-6-60-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.05 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=94/3-0-4, 3=94/3-0-4 Max Horz 1=-27(LC 4) Max Uplift 1=-3(LC 7), 3=-3(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 27,2019 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 224_BRIDGEMONT Truss V04 Truss Type Valley Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700220 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-kLBMhHfazxzQbu_ftbxF1gI?SxbFTaPt4KDDYayZSOL Scale = 1:42.8 1 2 3 4 5 10 9 8 7 61112 2x4 2x4 4x6 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 10-11-0 10-11-0 5-7-8 5-7-8 10-11-0 5-3-8 1-0-146-8-61-4-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-R 0.46 0.15 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-11-0. (lb) - Max Horz 10=161(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 10=-139(LC 4), 6=-104(LC 5), 9=-185(LC 6), 7=-190(LC 7) Max Grav All reactions 250 lb or less at joint(s) 10, 6 except 8=455(LC 1), 9=332(LC 10), 7=343(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 lb uplift at joint 10, 104 lb uplift at joint 6, 185 lb uplift at joint 9 and 190 lb uplift at joint 7. September 27,2019 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 224_BRIDGEMONT Truss V05 Truss Type Valley Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700221 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-CXkkvdgCkF5HD2ZrRISUauqCmKw8C3h0I_ym40yZSOK Scale = 1:31.5 1 2 3 43x6 4x6 3x6 1.5x4 0-0-4 0-0-4 9-4-12 9-4-8 4-8-6 4-8-6 9-4-12 4-8-6 0-0-44-8-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.36 0.23 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=194/9-4-4, 3=194/9-4-4, 4=307/9-4-4 Max Horz 1=-101(LC 4) Max Uplift 1=-20(LC 7), 3=-20(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 20 lb uplift at joint 3. September 27,2019 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 224_BRIDGEMONT Truss V06 Truss Type Valley Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700222 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-CXkkvdgCkF5HD2ZrRISUauqE2KxiC4d0I_ym40yZSOK Scale = 1:19.3 1 2 3 4 2x4 4x6 2x4 1.5x4 0-0-4 0-0-4 5-4-12 5-4-8 2-8-6 2-8-6 5-4-12 2-8-6 0-0-42-8-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.21 0.13 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=112/5-4-4, 3=112/5-4-4, 4=151/5-4-4 Max Horz 1=-55(LC 4) Max Uplift 1=-19(LC 7), 3=-19(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 1 and 19 lb uplift at joint 3. September 27,2019 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 224_BRIDGEMONT Truss V07 Truss Type Valley Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700223 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-gjI66zhqVYD8qC71_0zj75NO9kG_xXHAXeiJdSyZSOJ Scale = 1:19.9 1 2 3 2x4 1.5x4 1.5x4 3-4-6 3-4-6 0-0-43-4-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.32 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=115/3-4-2, 3=115/3-4-2 Max Horz 1=86(LC 5) Max Uplift 3=-34(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 3. September 27,2019 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 224_BRIDGEMONT Truss V08 Truss Type Valley Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700224 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-gjI66zhqVYD8qC71_0zj75NSgkJmxXHAXeiJdSyZSOJ Scale = 1:9.7 1 2 3 2x4 1.5x4 1.5x4 1-4-6 1-4-6 0-0-41-4-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.03 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=35/1-4-2, 3=35/1-4-2 Max Horz 1=26(LC 5) Max Uplift 3=-10(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 3. September 27,2019 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 224_BRIDGEMONT Truss V09 Truss Type Valley Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700225 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-8wsUJJiSGsL?SLiEYjVyfJvUr8Zig_WJmIRt9uyZSOI Scale = 1:16.4 1 2 3 3x6 3x4 3x4 6-3-6 6-3-6 0-0-42-7-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.58 0.42 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud 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)1=215/6-2-12, 3=215/6-2-12 Max Horz 1=70(LC 6) Max Uplift 1=-4(LC 6), 3=-33(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; 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 exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 1 and 33 lb uplift at joint 3. September 27,2019 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 224_BRIDGEMONT Truss V10 Truss Type Valley Qty 2 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700226 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:48:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-8wsUJJiSGsL?SLiEYjVyfJvVs8YJg_WJmIRt9uyZSOI Scale = 1:34.1 1 2 4 3 3x4 3x4 3x4 2x4 4-1-8 4-1-8 2-0-96-2-112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-R 0.51 0.51 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=153/4-1-8, 3=153/4-1-8 Max Horz 4=118(LC 6) Max Uplift 3=-129(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 3. September 27,2019 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 224_BRIDGEMONT Truss V11 Truss Type Valley Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700227 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:49:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-c6QsXfi419Ts4VHQ6R0BCWShTYx6PRmT_yBQhLyZSOH Scale = 1:22.7 1 2 32x4 1.5x4 1.5x4 3-11-4 3-11-4 0-0-43-11-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.46 0.28 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=138/3-11-0, 3=138/3-11-0 Max Horz 1=104(LC 5) Max Uplift 3=-41(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 3. September 27,2019 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 224_BRIDGEMONT Truss V12 Truss Type Valley Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700228 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:49:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-c6QsXfi419Ts4VHQ6R0BCWSnNY?kPRmT_yBQhLyZSOH Scale = 1:12.7 1 2 3 2x4 1.5x4 1.5x4 1-11-4 1-11-4 0-0-41-11-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.08 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=58/1-11-0, 3=58/1-11-0 Max Horz 1=43(LC 5) Max Uplift 3=-17(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 3. September 27,2019 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 224_BRIDGEMONT Truss V13 Truss Type Valley Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700229 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:49:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-4I_Fk?jjoTbihfscg8XQkk?swyHW8tfcDcwzDnyZSOG Scale = 1:34.8 1 2 3 5 42x4 1.5x4 1.5x4 1.5x4 1.5x4 5-9-4 5-9-4 0-0-45-9-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.48 0.27 0.09 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: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=-23/5-9-0, 4=125/5-9-0, 5=320/5-9-0 Max Horz 1=159(LC 5) Max Uplift 1=-73(LC 4), 4=-51(LC 5), 5=-150(LC 6) Max Grav 1=132(LC 6), 4=125(LC 1), 5=320(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 1, 51 lb uplift at joint 4 and 150 lb uplift at joint 5. September 27,2019 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 224_BRIDGEMONT Truss V14 Truss Type Valley Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700230 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:49:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-4I_Fk?jjoTbihfscg8XQkk?tvyIm8u0cDcwzDnyZSOG Scale = 1:21.9 1 2 3 2x4 1.5x4 1.5x4 3-9-4 3-9-4 0-0-43-9-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.41 0.25 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=131/3-9-0, 3=131/3-9-0 Max Horz 1=99(LC 5) Max Uplift 3=-39(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 3. September 27,2019 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 224_BRIDGEMONT Truss V15 Truss Type Valley Qty 1 Ply 1 224 BRIDGEMONT Job Reference (optional) I38700231 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 27 10:49:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-YVYdyLkLZnjZJpRpDs2fHxX88LgNtLGlSGgXmDyZSOF Scale = 1:11.8 1 2 3 2x4 1.5x4 1.5x4 1-9-4 1-9-4 0-0-41-9-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.06 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=51/1-9-0, 3=51/1-9-0 Max Horz 1=38(LC 5) Max Uplift 3=-15(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 3. September 27,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths