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HomeMy WebLinkAboutS300.0Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Pages or sheets covered by this seal: I35063790 thru I35063866 My license renewal date for the state of Indiana is July 31, 2020. B18803154 Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: 218 BRIDGEMONT 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. October 24,2018 Liu, Xuegang Job B18803154 Truss GE01 Truss Type GABLE Qty 2 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063790 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:18 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-JEhfON4LornZ6qcukQ60J1tfZMlCTrjjh8xJ_NyQV6? Scale = 1:44.3 1 2 3 4 5 6 7 13 12 11 10 9 8 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss GE02 Truss Type GABLE Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063791 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:19 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-oQF1cj5zZ9vQj_B4I8eFsFQq1m6BCGmswohsXqyQV6_ Scale = 1:52.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 3x6 3x4 4x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss GE03 Truss Type GABLE Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063792 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:20 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-GcpPp36bKS1HL8mGsr9UOSz?pARNxkG09SQQ2GyQV5z Scale = 1:69.3 1 23 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 2223 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 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss GE04-RP Truss Type GABLE Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063793 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:24 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-8N3wfQ95NhXjql425hDQZI7fVnoKtWDb44OdB1yQV5v Scale = 1:85.8 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 3231 30 29 28 27 26 25 24 2322 3x4 3x4 4x6 3x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss GE04 Truss Type GABLE Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063794 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:22 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-C?xAEl7rr4H?aSwfzGByUt2K?z6sPcjJcmvX69yQV5x Scale = 1:85.8 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 3231 30 29 28 27 26 25 24 2322 3x4 3x4 4x6 3x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss GE05 Truss Type GABLE Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063795 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:25 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-cacIsmAk8?fZRvfEfOkf5Wgl0B3WcuRlIk8BjTyQV5u 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 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-11-8 13-11-8 13-11-8 13-11-8 1-2-015-1-812.00 12 Plate Offsets (X,Y)-- [7:0-2-0,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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss GE06 Truss Type GABLE COMMON Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063796 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:27 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-Zyk3HSB_gcvHhDocmpn7Axl9I_jB4nF2m2dIoMyQV5s Scale = 1:85.3 12 3 4 5 6 7 8 9 10 21 20 19 17 16 15 14 13 12 11 18 35 3x6 4x6 4x6 2x4 3x8 2x4 4x6 3x6 3x6 3x4 3x6 2x4 5x12 3x8 3x6 4x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss GE07 Truss Type Monopitch Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063797 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:27 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-Zyk3HSB_gcvHhDocmpn7Axl6A_nw4ub2m2dIoMyQV5s Scale = 1:53.8 1 2 4 3 3x6 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss GE08 Truss Type GABLE Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063798 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:28 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-19IRUoCcRw18INNpKXIMj8INtO5spCeB_iMrKoyQV5r Scale = 1:59.0 1 2 3 4 5 10 9 8 7 6 2x4 3x6 4x6 4x6 3x4 5x6 5x6 3x6 3x8 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 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], [14:0-1-9,0-1-0] 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-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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss GE09 Truss Type GABLE Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063799 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:30 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-zXQBvUEszXHsYgXBRxKqoZNeQClyHE9US?ryOhyQV5p Scale = 1:62.4 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 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss GE10 Truss Type GABLE Qty 2 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063800 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:31 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-Rk_Z7qEVkrPj9q6O?fr3LnwvzcBQ0hRdhfbVx7yQV5o Scale = 1:30.0 1 2 3 4 5 6 9 8 7 2x4 6x8 4x6 4x6 4x6 2x4 3x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss GE11 Truss Type Monopitch Supported Gable Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063801 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:32 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-vwYxKAF7V8Yan_haZMMIt_T4K?ZElA6nvJK3TZyQV5n Scale = 1:16.6 1 2 3 5 4 2x4 3x4 2x4 2x4 -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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss GE12 Truss Type GABLE Qty 2 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063802 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:33 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-N65KYVGlGSgRP8Gm74uXQC?BHPiYUP_w8z4c?0yQV5m Scale = 1:52.1 1 2 3 4 5 6 710 9 8 4x6 4x8 6x6 3x4 4x6 6x16 2x4 6x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss GE14 Truss Type GABLE Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063803 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:34 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-rJfilrHN1moI0IrzgnPmzPYOQp8BDvi4Ndp9YSyQV5l Scale = 1:52.8 1 2 3 4 5 10 9 8 7 6 3x4 5x6 4x6 4x6 3x4 5x6 5x6 3x8 3x8 3x8 2x4 2x4 2x4 2x4 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss GE15 Truss Type GABLE Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063804 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:34 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-rJfilrHN1moI0IrzgnPmzPYMvpBDD4h4Ndp9YSyQV5l Scale = 1:34.1 1 2 3 4 8 7 6 5 3x4 3x4 3x4 2x4 2x4 2x4 2x4 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 0.42 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss GE16 Truss Type GABLE Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063805 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:35 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-KVD4zBI?o3w9eRP9EVw?Vd4XJDaNyXFDbHZj4uyQV5k Scale = 1:35.4 1 2 3 4 5 9 8 7 62x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss GE17 Truss Type GABLE Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063806 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:36 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-ohnSAXIdYN20Gb_LoCRE2qdj?dslhrSMqxIGcLyQV5j Scale = 1:105.2 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 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: 159 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 SPF No.2, 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=-482/351, 3-17=-482/351 BOT CHORD 5-6=-399/66 WEBS 2-5=-347/139, 2-4=-306/472, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss M01 Truss Type Monopitch Qty 5 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063807 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:37 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-GuLqNtJFJhAttlZXMvyTa2Ari0CGQQ3W3b2p8nyQV5i Scale = 1:53.8 1 2 4 3 3x6 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss M02 Truss Type MONOPITCH Qty 3 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063808 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:39 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-CGTboZLWrIQa73jwTK?xgTFCFqtBuKkpWvXwDfyQV5g Scale = 1:42.1 1 2 4 3 3x6 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss M03 Truss Type MONOPITCH Qty 6 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063809 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:44 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-ZEGUrGPegq2tDqbuGua6NWy_krcaZaVYgBEhutyQV5b Scale = 1:42.1 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss M04 Truss Type MONOPITCH Qty 11 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063810 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:48 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-R?V?heS9k3ZJiRvfVjf3XM7qjS0XVPF8bpCv1eyQV5X Scale = 1:16.6 1 2 3 5 4 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss M05 Truss Type MONOPITCH Qty 9 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063811 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:51 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-saB7JfU10_xtZveEAsCm9?lKxg1GimpaHnRZezyQV5U Scale = 1:18.7 1 2 3 6x6 3x8 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss PB01 Truss Type Piggyback Qty 9 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063812 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:54 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-G9tGyhWwJvJSQMMpr_mTndNt2t3uv7P0zkfDFIyQV5R Scale = 1:11.2 1 2 3 45 6 4x6 2x4 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss PB02 Truss Type Piggyback Qty 22 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063813 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:57 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-gkYOajZocqh1Hq5NX6JAOG?MG45w6U_SfiutsdyQV5O Scale = 1:19.0 1 2 3 4 5 6 4x6 2x4 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss PBE01 Truss Type Piggyback Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063814 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:05:59 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-d6g9?Oa38RxlW8FmeXLeUh4joum2aOel70N_wVyQV5M Scale = 1:11.2 1 2 3 45 6 4x6 2x4 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T01 Truss Type Common Qty 3 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063815 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:03 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-VuvgrmdZCgRA?lYXtNQaeXFG2V_eW3YL2eLC3GyQV5I Scale = 1:66.1 1 2 3 4 5 6 7 11 10 9 812 13 14 15 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 0.59 0.68 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=877/0-3-8, 8=877/0-3-8 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=-358/152, 3-4=-671/160, 4-5=-671/160, 5-6=-358/152, 2-11=-381/161, 6-8=-381/161 BOT CHORD 9-11=-83/499, 8-9=0/499 WEBS 4-9=-133/554, 3-11=-491/12, 5-8=-491/12 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T02-RP Truss Type Common Qty 5 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063816 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:08 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-srjYuThi0C4T5WRVgw0lLayC0WlEBOZ4Bw2ykUyQV5D 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T02 Truss Type Common Qty 5 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063817 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:05 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-RG1QFSfpjHiuE3iw?oS2jyKhnJjX_2peVyqI89yQV5G 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063818 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:11 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-GQOhWVjaJ7S2y_A4L2ZSzDabTkiPOepWtuHdLpyQV5A Scale = 1:61.7 1 2 3 4 5 6 78 13 12 11 10 914 15 16 17 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 0.81 0.69 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=1048/0-3-8, 9=1048/0-3-8 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=-436/140, 3-4=-860/186, 4-5=-535/178, 5-6=-860/186, 6-7=-437/140, 2-13=-438/153, 7-9=-439/153 BOT CHORD 12-13=-121/628, 10-12=-5/535, 9-10=0/628 WEBS 4-12=-51/299, 5-10=-65/304, 3-13=-609/39, 6-9=-608/39 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T04 Truss Type Piggyback Base Qty 4 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063819 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:14 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-h?4q8XmTc2qdpRuf0B79arC51xjob?EyZsVHy8yQV57 Scale: 3/16"=1' 1 2 3 4 5 6 78 13 12 11 10 914 15 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 0.79 0.71 0.72 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=1095/0-3-8, 9=1014/0-3-8 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=-974/113, 3-4=-795/165, 4-5=-481/165, 5-6=-819/172, 6-7=-428/138, 2-13=-1003/226, 7-9=-432/151 BOT CHORD 12-13=-164/296, 10-12=-3/506, 9-10=0/601 WEBS 4-12=-46/291, 5-10=-63/348, 2-12=-44/548, 6-9=-575/36 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T05 Truss Type PIGGYBACK BASE Qty 3 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063820 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:16 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-dOCaZCnj8f4K3l218c9dgGHRZkPG3v7F19_O10yQV55 Scale: 3/16"=1' 1 2 3 4 5 6 7 12 11 10 9 813 14 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 0.79 0.71 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=1096/0-3-8, 8=952/0-3-8 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=-975/113, 3-4=-797/164, 4-5=-483/165, 5-6=-823/172, 6-7=-402/94, 2-12=-1004/226, 7-8=-346/84 BOT CHORD 11-12=-175/282, 9-11=-14/508, 8-9=0/608 WEBS 4-11=-46/291, 5-9=-64/354, 2-11=-48/550, 6-8=-606/35 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T06 Truss Type COMMON Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063821 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:19 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-1ztjCEqbQaTvwCncpkiKHvv0DyRmGM9ij7D2dLyQV52 Scale = 1:76.3 12 3 4 5 6 7 8 9 14 13 12 11 1015 16 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T07 Truss Type Common Qty 6 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063822 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:22 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-SYZrqGsUjVrUngVBUsG1vXXWD9TSSjq8P5RiEgyQV5? Scale = 1:76.3 12 3 4 5 6 7 8 13 12 11 10 914 15 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T10 Truss Type Common Qty 2 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063823 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:28 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-Ghw64JxFJLbdVbzLr7NR9onbraXnsOu0n1u0RKyQV4v Scale = 1:84.8 1 2 3 4 5 8 7 6 9 10 11 3x6 2x4 3x4 4x6 3x6 2x4 3x6 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T11 Truss Type Piggyback Base Qty 2 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063824 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:34 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-5rHOLM?0uBLnDWQVBOUrO31bo?Y1G7VvAzLKezyQV4p Scale = 1:71.1 1 2 3 4 5 6 7 13 12 11 10 9 814 15 16 17 3x6 4x8 4x6 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T12 Truss Type Piggyback Base Qty 3 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063825 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:35 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-Z2rmYi0efVUerg?hl5?4xHamdPwJ?Yd2Od5uAQyQV4o Scale = 1:73.6 1 2 3 4 5 6 7 89 16 15 14 13 12 11 1017 18 19 20 3x6 4x8 4x6 3x6 3x4 3x6 3x6 4x6 3x4 3x8 3x6 3x6 4x6 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T13 Truss Type Piggyback Base Qty 5 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063826 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:37 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-VQzWzO2uB6kM4z93tW1Y0if4sCbnTS7Lsxa?FIyQV4m Scale = 1:73.6 12 3 4 5 6 7 8 910 17 16 15 14 13 12 1118 19 20 21 3x6 4x8 4x6 3x6 3x4 3x6 3x6 4x6 3x4 3x8 3x6 3x6 5x8 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063827 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:38 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-_dXuBk2WyQsDi7kGQDYnZvBHLcxKCqsV5bJYnlyQV4l Scale = 1:82.1 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T15 Truss Type Piggyback Base Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063828 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:40 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-w?efcQ4nU16wxRteYebFeKHdPQg0gmPnYuofsdyQV4j Scale = 1:82.1 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T16 Truss Type Piggyback Base Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063829 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:41 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-OCC1pm5PFLEnZbSr6M6UAYpm9p?QPE4xnYYCO3yQV4i Scale = 1:82.1 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T17 Truss Type Piggyback Base Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063830 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:43 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-KaKnER6fnyUVoucDDn8yGzv9Jdfmt7HEEs1JTyyQV4g Scale = 1:82.1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 1221 22 23 24 3x6 5x6 5x6 5x6 2x4 3x8 2x4 5x6 3x6 3x6 3x6 5x8 4x6 3x6 5x8 4x8 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T18 Truss Type Piggyback Base Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063831 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:44 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-omuARn7HYGcMQ2BQnUfBoARHy10EcaVNTWms?OyQV4f Scale = 1:83.4 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 1222 23 24 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T19 Truss Type Piggyback Base Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063832 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:45 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-GzSYf78vJakD2CmcLBAQLO_MuRJXL11WiAWQXryQV4e Scale = 1:83.1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 1221 22 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T20 Truss Type Piggyback Base Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063833 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:47 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-DLaI4p9AqB_xHWw_ScDuQp3qnE3Kpxcp9U?XcjyQV4c Scale = 1:83.1 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 132223 24 3x6 5x6 5x6 5x6 6x6 2x4 3x8 2x4 5x6 3x6 3x6 3x6 5x8 4x6 3x8 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T21-RP Truss Type Piggyback Base Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063834 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:50 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-dwFRiqC276MW8zeZ7lmb2RhIASx70GeGrSDBC2yQV4Z Scale = 1:83.1 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 132223 24 25 3x6 5x12 5x6 5x6 3x4 3x8 2x4 2x4 3x6 3x6 3x6 5x12 2x4 3x8 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063835 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:48 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-hY7gH9AobV6ovfVB0Kk7z0cygeGfYM8zO8k489yQV4b Scale = 1:83.1 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 132223 24 25 3x6 5x12 5x6 5x6 3x4 3x8 2x4 2x4 3x6 3x6 3x6 5x12 2x4 3x8 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T22 Truss Type Piggyback Base Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063836 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:52 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-ZJNB7WDIfjdDNHoyFAo37snabFj7UCpYJmiHHxyQV4X Scale = 1:72.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 5x6 4x8 4x6 6x6 3x4 2x4 2x4 2x4 4x6 4x10 2x4 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 0.85 0.62 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.37 -0.88 0.03 0.02 (loc) 10-11 10-11 10 12 l/defl >828 >346 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 184 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-11: 2x4 SPF 2100F 1.8E 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 5-7-10 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=-703/200, 5-6=-925/248, 6-7=-1080/257, 7-8=-968/168, 1-15=-1124/96 BOT CHORD 13-14=-75/422, 10-11=-79/686 WEBS 2-14=-692/115, 5-11=-92/371, 7-11=-517/173, 1-14=-57/968, 8-10=-1027/146, 11-13=0/627, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T23 Truss Type Piggyback Base Qty 2 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063837 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:52 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-ZJNB7WDIfjdDNHoyFAo37snjrFlIUFuYJmiHHxyQV4X Scale = 1:71.1 1 2 3 4 5 6 10 9 8 711 12 13 5x6 4x6 8x8 2x4 2x4 3x6 3x6 4x10 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T24 Truss Type ROOF SPECIAL Qty 3 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063838 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:53 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-1VxZKsEwQ1l4?RN8ptJIg4Jwqf7JDehiXQSrpNyQV4W Scale = 1:59.0 1 2 3 4 5 10 9 8 7 6 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T25 Truss Type ROOF SPECIAL Qty 4 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063839 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:54 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-WiVxYCFZBLtxdayLMarXCHs4y3Toy5Jrm4BOLpyQV4V 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T26 Truss Type ROOF SPECIAL Qty 3 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063840 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:55 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-_u2KlYFBye?oEkXXwIMmlVPB3TqKheu??kxyuGyQV4U Scale = 1:60.8 1 2 3 4 5 10 9 8 7 6 2x4 3x6 4x6 8x8 5x6 5x8 3x6 4x8 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T27 Truss Type Roof Special Qty 3 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063841 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:56 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-S4cizuGpjy7fsu6jU?t?HixM8sC2Q9B8EOgVQiyQV4T Scale = 1:33.31 2 3 5 4 3x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T28 Truss Type COMMON Qty 3 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063842 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:56 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-S4cizuGpjy7fsu6jU?t?HixPQs9vQ3w8EOgVQiyQV4T Scale = 1:90.6 1 2 3 7 6 5 4 8 9 10 3x6 5x8 2x4 3x6 3x4 3x4 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 Plate Offsets (X,Y)-- [3:0-2-8,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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.28 0.31 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.10 -0.02 0.05 (loc) 5-6 5-6 9 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 110 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* 1-7,1-6: 2x4 SPF-S Stud OTHERS 2x6 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 2-5, 3-8, 3-9 REACTIONS.(lb/size) 7=478/Mechanical, 9=475/0-3-0 Max Horz 7=315(LC 6) Max Uplift 9=-417(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-314/23, 1-7=-451/0 BOT CHORD 6-7=-324/28 WEBS 2-6=-287/144, 2-5=-314/435, 5-8=-441/356, 3-8=-441/356, 3-9=-475/537 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) 9 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) 9=417. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T30 Truss Type Roof Special Qty 5 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063843 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:57 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-wHA4AEHRUGFWU2hv2jOEqwUcGGXY9bkIS2Q2y8yQV4S Scale = 1:29.7 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T31 Truss Type ROOF SPECIAL Qty 8 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063844 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:06:59 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-sfIqbvJh?tVEjMqI98QivLZuR44qdJHawMv911yQV4Q Scale = 1:52.1 1 2 3 4 5 6 710 9 8 4x6 4x8 6x6 3x4 4x6 6x16 2x4 6x8 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss T32 Truss Type Roof Special Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063845 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:00 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-KrsDoFJJmBd5LVPUjryxSY64jUVJMp?k80ejZTyQV4P 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 218 BRIDGEMONT Job Reference (optional) I35063846 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:01 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-o2Qb0bKyXUlyyf_hHZTA_me9ytpH5FjtNgOG5vyQV4O Scale = 1:63.3 1 2 3 4 5 67 12 11 10 9 813 14 15 16 17 18 19 2021 22 23 4x8 12x12 4x8 10x10 2x4 10x10 2x4 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 218 BRIDGEMONT Job Reference (optional) I35063846 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:01 2018 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-o2Qb0bKyXUlyyf_hHZTA_me9ytpH5FjtNgOG5vyQV4O 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803154 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 218 BRIDGEMONT Job Reference (optional) I35063847 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:02 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-HE_zDxLaIotpapZtqG_PXzBHPH6rqmh1cJ7peMyQV4N Scale = 1:53.8 1 2 3 4 5 8 7 69 10 11 12 13 14 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 218 BRIDGEMONT Job Reference (optional) I35063848 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:06 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-9?DU3JO4M1NE3Rte362LhpM?quXgmdYcXx51n7yQV4J Scale = 1:76.3 1 2 3 4 5 10 9 8 7 611 12 13 14 15 16 17 18 19 20 21 22 23 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) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss TG04 Truss Type PIGGYBACK BASE Qty 1 Ply 4 218 BRIDGEMONT Job Reference (optional) I35063849 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:06 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-9?DU3JO4M1NE3Rte362LhpM6OuaAmbRcXx51n7yQV4J 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss TG04 Truss Type PIGGYBACK BASE Qty 1 Ply 4 218 BRIDGEMONT Job Reference (optional) I35063849 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:07 2018 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-dCnsGePi7KW5gaSqdpaaE1uH8IwPV2gmlbraJZyQV4I 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803154 Truss TG05 Truss Type Flat Girder Qty 1 Ply 3 218 BRIDGEMONT Job Reference (optional) I35063850 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:08 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-5OLEU_QLueeyIk01BX5pmEROOiB4ERPv_Fa8r?yQV4H Scale = 1:38.0 1 2 3 4 5 6 12 11 10 9 8 713 14 15 16 17 18 19 20 21 22 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss TG05 Truss Type Flat Girder Qty 1 Ply 3 218 BRIDGEMONT Job Reference (optional) I35063850 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:08 2018 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-5OLEU_QLueeyIk01BX5pmEROOiB4ERPv_Fa8r?yQV4H 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803154 Truss TG06 Truss Type Flat Girder Qty 1 Ply 2 218 BRIDGEMONT Job Reference (optional) I35063851 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:08 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-5OLEU_QLueeyIk01BX5pmERS5iC8ETNv_Fa8r?yQV4H Scale = 1:30.7 1 2 3 6 5 4 7 8 9 10 11 12 3x4 3x8 3x4 10x10 2x4 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) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss V01 Truss Type Valley Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063852 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:09 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-ZavchKQzfympwubDlEc2JS_aY6aYz0y3DvKhNSyQV4G Scale = 1:35.5 1 2 3 43x8 4x6 3x8 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss V02 Truss Type Valley Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063853 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:10 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-2nT?vgRbQFugX2APIy7HsfWpCWy6iViCSZ3EwuyQV4F Scale: 1/2"=1' 1 2 3 43x4 4x6 3x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss V03 Truss Type Valley Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063854 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:10 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-2nT?vgRbQFugX2APIy7HsfWsRWzpiVNCSZ3EwuyQV4F 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss V04 Truss Type Valley Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063855 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:11 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-Wz0N60SDBZ0X9ClcsfeWOt3wsvJuRvFLgDpoSKyQV4E Scale = 1:42.8 1 2 3 4 5 10 9 8 7 611 12 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss V05 Truss Type Valley Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063856 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:12 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-_9alJMTryt8OnMKoQM9lx4c7AJemAOXVvtYL_myQV4D Scale = 1:31.3 1 2 3 43x6 4x6 3x6 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss V06 Truss Type Valley Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063857 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:12 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-_9alJMTryt8OnMKoQM9lx4c9SJfKAPTVvtYL_myQV4D Scale = 1:19.3 1 2 3 4 2x4 4x6 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss V07 Truss Type Valley Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063858 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:13 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-SM87XiTTiAGFOVv__4g_TI8JYj_cvs7e8XIvWDyQV4C Scale = 1:19.9 1 2 32x4 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss V08 Truss Type Valley Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063859 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:14 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-wYiVk2U5TUO60fUBXnCD0VhYp7NdeJMoMB1S3fyQV4B Scale = 1:9.7 1 2 3 2x4 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss V09 Truss Type Valley Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063860 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:14 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-wYiVk2U5TUO60fUBXnCD0VhPE7HKeJMoMB1S3fyQV4B Scale = 1:17.0 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss V10 Truss Type Valley Qty 2 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063861 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:15 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-OkGuyOVkEoWzep3N5VjSZjEa?XbANmcxbrn?b5yQV4A 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss V11 Truss Type Valley Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063862 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:15 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-OkGuyOVkEoWzep3N5VjSZjEbsXekNmcxbrn?b5yQV4A Scale = 1:22.7 1 2 32x4 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss V12 Truss Type Valley Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063863 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:16 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-swqG9jWM?5eqGzeZfCEh5wmsWw2b6Ds4qVWZ7YyQV49 Scale = 1:12.7 1 2 3 2x4 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss V13 Truss Type Valley Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063864 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:17 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-K7OeN3X_mPmgt7DlDwlwe8Jx3KKNrflE39G6f_yQV48 Scale = 1:33.6 1 2 3 5 42x4 2x4 2x4 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss V14 Truss Type Valley Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063865 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:17 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-K7OeN3X_mPmgt7DlDwlwe8Jy2KLdrg6E39G6f_yQV48 Scale = 1:21.9 1 2 32x4 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 Job B18803154 Truss V15 Truss Type Valley Qty 1 Ply 1 218 BRIDGEMONT Job Reference (optional) I35063866 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Oct 23 15:07:18 2018 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Vcan1stI48Z9PGZNH?aY_QynJKt-pJx0aPXcXjuXVHnymdG9ALsDIkkEa7MNHp?gCQyQV47 Scale = 1:11.8 1 2 3 2x4 2x4 2x4 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 24,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.