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HomeMy WebLinkAboutI39584900.5_Heritage_at_Spring_Mill16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). December 12,2019 Liu, Xuegang Pages or sheets covered by this seal: I39584900 thru I39585006 My license renewal date for the state of Indiana is July 31, 2020. 5_Heritage_at_Spring_Mill 5 Heritage at Spring Mill IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584900 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-TmY7KyDljbmRH9lgPeiIJ0JT0IE?yx34qe6IuUyA_6e Scale = 1:52.8Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 8 7 6 10 12 11 139 14 4x8 6x8 4x6 6x8 4x8 4x6 4x6 3x4 4x6 3x4 4x6 4x6 2x4 2x4 3-0-02-0-0 1-6-01-6-0 3-0-01-6-0 -0-11-0 0-11-0 1-6-0 1-6-0 3-0-0 1-6-0 3-11-0 0-11-0 8-0-09-9-08-0-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:Edge,0-1-14], [4:Edge,0-1-5], [6:0-3-8,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 0.96 0.57 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 5 4-5 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 9-6-0 oc bracing. JOINTS 1 Brace at Jt(s): 9, 10, 11, 12, 13 REACTIONS.(lb/size)8=155/3-0-0, 6=155/3-0-0, 7=35/3-0-0 Max Horz 8=-258(LC 7) Max Uplift 8=-399(LC 7), 6=-398(LC 8) Max Grav 8=468(LC 8), 6=467(LC 7), 7=66(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-10=-318/454, 10-12=-318/454, 2-12=-319/453, 6-11=-318/454, 11-13=-318/454, 4-13=-319/453 WEBS 9-12=-240/321, 9-13=-241/322, 2-9=-450/584, 4-9=-450/584 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; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=399, 6=398. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss GE02 Truss Type GABLE Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584901 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-xy5VXHENUuuHvJKszMEXrDshOihxhPdD2IsrQxyA_6d Scale = 1:52.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 10 8 69232425267 2x4 2x4 4x8 4x6 6x8 6x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-7-121-7-12 5-11-84-3-12 10-3-44-3-12 11-11-01-7-12 -0-11-0 0-11-0 5-11-8 5-11-8 11-11-0 5-11-8 12-10-0 0-11-0 1-7-08-6-71-7-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:Edge,0-1-14], [4:Edge,0-1-5] 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-MS 0.73 0.08 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 8 8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 1-11-4 except (jt=length) 9=0-3-8, 7=0-3-8. (lb) - Max Horz 10=-192(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 10, 6 Max Grav All reactions 250 lb or less at joint(s) 9, 7 except 10=451(LC 1), 6=451(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-386/89, 3-4=-386/89, 2-10=-445/71, 4-6=-445/71 BOT CHORD 9-10=-202/264, 8-9=-202/264 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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) 10, 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 lb down and 8 lb up at 2-11-12, 3 lb down and 8 lb up at 5-1-9, and 3 lb down and 8 lb up at 6-9-7, and 5 lb down and 8 lb up at 8-9-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 23=0(B) 24=0(B) 25=0(B) 26=0(B) December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss GE03 Truss Type GABLE Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584902 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-P8ftldF?FC18WTv3X3lmOROzG61SQqwNHybPyNyA_6c Scale = 1:58.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x4 3x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-7-012-7-0 -0-11-0 0-11-0 6-3-8 6-3-8 12-7-0 6-3-8 13-6-0 0-11-0 1-7-08-11-11-7-014.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-14] 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-R 0.27 0.12 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 210 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 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-19 REACTIONS.All bearings 12-7-0. (lb) - Max Horz 24=-201(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 17, 16 except 24=-216(LC 7), 14=-200(LC 8), 23=-175(LC 8), 15=-164(LC 7) Max Grav All reactions 250 lb or less at joint(s) 14, 20, 21, 22, 23, 18, 17, 16, 15 except 24=253(LC 8), 19=311(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-62/258, 6-7=-39/295, 7-8=-32/295, 8-9=-53/258 WEBS 7-19=-379/14 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; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) -0-11-0 to 2-3-7, Exterior(2) 2-3-7 to 6-3-8, Corner(3) 6-3-8 to 9-3-8, Exterior(2) 9-3-8 to 13-6-0 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) 20, 21, 22, 17, 16 except (jt=lb) 24=216, 14=200, 23=175, 15=164. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss GE04 Truss Type GABLE Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584903 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-uLDGyzGd0W9?8cUF5nG?wex4pWK29IkWWcLyUpyA_6b Scale = 1:74.7 Sheet Back Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1617 18 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x4 3x6 4x6 3x6 3x6 3x6 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 0-2-518-4-0 18-4-0 -0-11-0 0-11-0 16-8-2 16-8-2 18-4-0 1-7-14 1-0-010-6-710-8-1210-6-77.00 12 Plate Offsets (X,Y)-- [10:0-1-7,0-0-0], [11:0-3-0,0-2-4], [11:0-0-0,0-1-12], [16:0-3-0,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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.54 0.29 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 19 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 350 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* 18-19: 2x4 SPF No.2 OTHERS 2x3 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.): 16-18. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 18-19, 13-23, 14-22, 15-21, 17-20 REACTIONS.All bearings 18-4-0. (lb) - Max Horz 34=293(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 19, 31, 30, 29, 28, 26, 25, 24, 23, 22, 21, 20 except 34=-113(LC 7), 33=-207(LC 6) Max Grav All reactions 250 lb or less at joint(s) 19, 33, 32, 31, 30, 29, 28, 26, 25, 24, 23, 22, 21, 20 except 34=301(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-34=-329/75, 2-3=-480/147, 3-4=-368/115, 4-5=-355/112, 5-6=-327/104, 6-7=-301/96, 7-8=-275/89 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; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) -0-11-0 to 2-1-0, Exterior(2) 2-1-0 to 16-8-2, Corner(3) 16-8-2 to 18-2-4 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) 19, 31, 30, 29, 28, 26, 25, 24, 23, 22, 21, 20 except (jt=lb) 34=113, 33=207. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss GE05 Truss Type GABLE Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584904 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-MXneAJHGnpHsmm3ReUnETsUIXvi1ubwgkG4V1GyA_6a Scale = 1:74.4 Sheet Front Full Sheathing1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 4x6 3x6 4x6 3x6 4x6 5x6 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-5-85-5-8 13-6-08-0-8 18-11-85-5-8 -0-11-0 0-11-0 9-5-12 9-5-12 18-11-8 9-5-12 19-10-8 0-11-0 1-7-411-10-01-7-43-5-1412.95 12 8.38 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [9:Edge,0-1-15], [16:0-3-0,0-1-4], [32:0-0-7,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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.35 0.18 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.01 (loc) 17 17 18 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 268 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 18-11-8. (lb) - Max Horz 32=252(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 28, 22, 25, 27, 29, 30, 23, 21, 20 except 32=-297(LC 7), 18=-110(LC 6), 31=-188(LC 8), 19=-177(LC 7) Max Grav All reactions 250 lb or less at joint(s) 18, 28, 22, 26, 27, 29, 30, 24, 23, 21, 20 except 32=363(LC 8), 25=448(LC 9), 31=269(LC 7), 19=258(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-81/312, 7-8=-63/393, 8-9=-43/403, 9-10=-35/403, 10-11=-53/393, 11-12=-72/311, 12-13=-84/250 WEBS 9-25=-515/21 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; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) -0-11-0 to 2-1-0, Exterior(2) 2-1-0 to 9-5-12, Corner(3) 9-5-12 to 12-5-12, Exterior(2) 12-5-12 to 19-10-8 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) 28, 22, 25, 27, 29, 30, 23, 21, 20 except (jt=lb) 32=297, 18=110, 31=188, 19=177. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 28, 22, 25, 26, 27, 29, 30, 31, 24, 23, 21, 20, 19. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss GE06 Truss Type GABLE Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584905 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-qjL0NfHuY7PjNwedCCIT?30SAJ?cdBNpzwq3ZiyA_6Z Scale = 1:56.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 1918 17 16 15 14 3x6 3x6 3x6 3x6 3x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-2-516-5-6 16-5-6 15-4-0 15-4-0 16-5-6 1-1-6 0-0-48-9-08-11-58-9-07.00 12 Plate Offsets (X,Y)-- [8:0-3-0,Edge], [13:0-2-8,Edge], [14:0-2-8,Edge], [19:0-0-0,0-1-4], [20:0-1-4,0-0-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.42 0.35 0.14 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: 236 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 1-8: 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 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.): 12-13. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 13-14, 12-15 REACTIONS.All bearings 16-5-6. (lb) - Max Horz 1=239(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 14, 1, 15, 16, 17, 18, 20, 21, 22, 23, 24, 25 Max Grav All reactions 250 lb or less at joint(s) 14, 1, 15, 16, 17, 18, 20, 21, 22, 23, 24, 25 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-322/115, 2-3=-279/91, 3-4=-261/90 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-5-10 to 3-2-12, Interior(1) 3-2-12 to 15-4-0, Exterior(2) 15-4-0 to 16-4-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 1, 15, 16, 17, 18, 20, 21, 22, 23, 24, 25. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss GR01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584906 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-IwvOb?IWJRXa?4DqmvpiYHZdLjPiMgozCaZc58yA_6Y Scale = 1:18.7 2 3 4 1 6 5 7 2x4 3x4 2-11-82-11-8 2-11-8 2-11-8 5-0-2 2-0-10 3-1-82-8-131-7-06.26 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-MR 0.39 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 5 4-5 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 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 Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=41/Mechanical, 5=16/Mechanical, 4=295/0-6-5 Max Horz 5=-52(LC 3) Max Uplift 1=-16(LC 3), 4=-41(LC 7) Max Grav 1=41(LC 1), 5=50(LC 2), 4=295(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-255/67 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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, 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 40 lb up at 1-9-12 on top chord, and 4 lb down at 1-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss GR02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584907 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-m6TmoLJ84kfRdEo0KdLx5U5o57lx5726REJAeayA_6X Scale = 1:18.7 2 3 4 1 6 5 7 2x4 3x4 2-11-82-11-8 2-11-8 2-11-8 5-0-2 2-0-10 3-1-82-8-131-7-06.26 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-MR 0.39 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 5 4-5 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 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 Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=41/Mechanical, 5=16/Mechanical, 4=295/0-6-5 Max Horz 5=-52(LC 3) Max Uplift 1=-16(LC 3), 4=-41(LC 7) Max Grav 1=41(LC 1), 5=50(LC 2), 4=295(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-255/67 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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, 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 40 lb up at 1-9-12 on top chord, and 4 lb down at 1-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss J01 Truss Type JACK-CLOSED Qty 5 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584908 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-m6TmoLJ84kfRdEo0KdLx5U5sP7km5726REJAeayA_6X Scale = 1:19.6 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 4-0-0 4-0-0 1-0-03-4-03-0-80-3-83-4-07.00 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-MR 0.18 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=220/0-3-8, 4=142/0-1-8 Max Horz 5=87(LC 8) Max Uplift 5=-17(LC 9), 4=-18(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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss J02 Truss Type JACK-CLOSED Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584909 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-EI09?hKmq2nIEOMCtKsAdiezqX4xqazFft2jA1yA_6W Scale = 1:19.5 1 2 3 7 6 4 5 3x4 3x6 2x4 2x4 3-3-23-2-6 -2-0-10 2-0-10 3-0-10 3-0-10 3-3-2 0-2-8 1-7-03-3-73-2-102-10-113-3-76.26 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.33 0.12 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.02 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=298/0-6-5, 4=56/Mechanical, 5=22/Mechanical Max Horz 7=100(LC 9) Max Uplift 7=-24(LC 9), 4=-15(LC 9), 5=-25(LC 6) Max Grav 7=298(LC 1), 4=78(LC 2), 5=22(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-262/112 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) -2-0-10 to 2-2-5, Exterior(2) 2-2-5 to 3-2-6 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) 7, 4, 5. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss J03 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584910 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-EI09?hKmq2nIEOMCtKsAdiexoXtcqaHFft2jA1yA_6W Scale = 1:19.6 1 2 4 35 3x4 2x4 2x4 3x6 4-0-04-0-0 4-0-0 4-0-0 1-0-03-4-07.00 12 Plate Offsets (X,Y)-- [3:Edge,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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.46 0.91 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.14 0.00 (loc) 3-4 3-4 3 l/defl >670 >334 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=456/0-3-8, 3=477/Mechanical Max Horz 4=81(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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 629 lb down at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-629(F) December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss J04 Truss Type JACK-OPEN Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584911 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-iUaXD1KObMv9sXxPR1NPAvBCrwRUZ1XPuXoGiTyA_6V Scale = 1:11.1 1 2 5 3 4 3x8 1-10-101-10-10 -0-8-8 0-8-8 1-10-10 1-10-10 0-9-01-7-115.66 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-MR 0.12 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 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 1-10-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=133/0-4-9, 4=16/Mechanical, 3=40/Mechanical Max Horz 5=42(LC 9) Max Uplift 5=-10(LC 9), 3=-18(LC 9) Max Grav 5=133(LC 1), 4=32(LC 2), 3=40(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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) 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) 5, 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 23 lb up at 1-10-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss J05 Truss Type JACK-OPEN Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584912 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-iUaXD1KObMv9sXxPR1NPAvBCrwRUZ1XPuXoGiTyA_6V Scale = 1:11.1 1 2 5 3 4 3x8 1-10-101-10-10 -0-8-8 0-8-8 1-10-10 1-10-10 0-9-01-7-115.66 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-MR 0.12 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 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 1-10-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=133/0-4-9, 4=16/Mechanical, 3=40/Mechanical Max Horz 5=42(LC 9) Max Uplift 5=-10(LC 9), 3=-18(LC 9) Max Grav 5=133(LC 1), 4=32(LC 2), 3=40(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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) 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) 5, 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 23 lb up at 1-10-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss J06 Truss Type JACK-OPEN Qty 4 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584913 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Ah8vQML0Mf10UhWb?luei7jOkKnwIUnY7BXqEvyA_6U Scale = 1:11.1 1 2 5 3 43x6 1-4-01-4-0 -0-6-0 0-6-0 1-4-0 1-4-0 0-9-01-7-118.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [5:0-0-0,0-1-4] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.05 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=94/0-3-8, 3=28/Mechanical, 4=12/Mechanical Max Horz 5=42(LC 9) Max Uplift 3=-15(LC 9), 4=-1(LC 9) Max Grav 5=94(LC 1), 3=28(LC 1), 4=23(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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) 3, 4. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss J07 Truss Type JACK-OPEN Qty 5 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584914 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-ftiHeiMf7z9t5r5nZSPtFKGUIk491x1iLrHNnMyA_6T Scale = 1:22.91 2 3 5 4 2x4 3x6 3x6 3x6 2-0-02-0-0 2-0-0 2-0-0 2-11-0 0-11-0 3-7-83-11-00-3-81-7-014.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:Edge,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-MR 0.38 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 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* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=149/0-3-8, 5=52/0-1-8 Max Horz 5=-174(LC 9) Max Uplift 4=-55(LC 8), 5=-142(LC 9) Max Grav 4=149(LC 1), 5=138(LC 8) 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) 5 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) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=142. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss J08 Truss Type HALF HIP GIRDER Qty 2 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584915 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-ftiHeiMf7z9t5r5nZSPtFKGXrk7y1x1iLrHNnMyA_6T Scale = 1:16.9 1 2 3 4 6 5 7 2x4 3x4 2x4 3x4 2x4 0-1-51-0-0 1-0-0 2-0-0 1-0-0 1-0-0 1-0-0 2-0-0 1-0-0 2-11-0 0-11-0 2-2-32-7-112-9-00-5-81-7-02-7-1114.00 12 Plate Offsets (X,Y)-- [2:0-2-11,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-MR 0.15 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 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 Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=149/0-3-8, 6=46/0-1-8 Max Horz 6=-75(LC 5) Max Uplift 5=-9(LC 4), 6=-49(LC 3) Max Grav 5=149(LC 1), 6=54(LC 14) 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 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 at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6. 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) 5 lb down and 6 lb up at 1-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 7=6(F) December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss J09 Truss Type JACK-OPEN Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584916 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-73Gfr2NHuHHkj?g_6Aw6oYpfp8RQmOHraV0wJoyA_6S Scale = 1:16.6 1 2 5 3 4 2x4 3x4 0-3-140-3-14 2-1-111-9-13 -2-0-10 2-0-10 2-1-11 2-1-11 1-7-02-8-66.26 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.33 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-2/Mechanical, 5=279/0-6-5, 4=11/Mechanical Max Horz 5=48(LC 8) Max Uplift 3=-16(LC 6), 5=-46(LC 9), 4=-2(LC 6) Max Grav 3=9(LC 7), 5=279(LC 1), 4=35(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-250/121 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) 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 2-0-0 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) 3, 5, 4. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss J10 Truss Type Jack-Open Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584917 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-73Gfr2NHuHHkj?g_6Aw6oYpfq8S5mOHraV0wJoyA_6S Scale = 1:16.6 2 3 4 1 5 2x4 2x4 2-1-112-1-11 2-1-11 2-1-11 4-2-5 2-0-10 2-7-102-8-72-3-111-7-06.26 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-MR 0.33 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=-2/Mechanical, 5=11/Mechanical, 4=279/0-6-5 Max Horz 1=-41(LC 5) Max Uplift 1=-2(LC 11), 4=-92(LC 9) Max Grav 1=31(LC 9), 5=35(LC 2), 4=279(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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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 2-0-0 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, 4. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss J11 Truss Type JACK-CLOSED Qty 3 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584918 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-bGq23OOvfaPaL9FAgtRLKlLoVYlTVrX?p9mUrEyA_6R Scale = 1:27.6 1 2 3 5 4 6 3x6 3x6 3x4 3x6 -0-11-0 0-11-0 2-9-8 2-9-8 1-7-04-10-14-6-90-3-84-10-114.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:Edge,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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.46 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=175/0-3-8, 4=89/0-1-8 Max Horz 5=132(LC 6) Max Uplift 5=-16(LC 5), 4=-95(LC 6) Max Grav 5=175(LC 1), 4=112(LC 7) 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss J12 Truss Type JACK-CLOSED Qty 2 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584919 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-bGq23OOvfaPaL9FAgtRLKlLpIYlsVrX?p9mUrEyA_6R Scale = 1:25.3 1 2 3 4 6 5 7 3x6 3x6 5x6 3x6 0-1-122-4-15 2-4-15 2-9-8 0-4-9 -0-11-0 0-11-0 2-4-15 2-4-15 2-9-8 0-4-9 1-7-04-3-04-4-123-11-80-3-84-3-014.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [3:0-0-0,0-1-12], [3:0-4-8,Edge], [4:0-1-12,0-0-0], [5:Edge,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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.41 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=175/0-3-8, 5=89/0-1-8 Max Horz 6=122(LC 6) Max Uplift 6=-11(LC 5), 5=-83(LC 6) Max Grav 6=175(LC 1), 5=99(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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-4-15, Exterior(2) 2-4-15 to 2-7-12 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. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss J13 Truss Type JACK-CLOSED Qty 2 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584920 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-3SOQGkOXQuXRzJqMEbzatzu1Tx7HEIm82pV1NgyA_6Q Scale = 1:19.2 1 2 3 4 6 5 3x4 3x6 3x4 2x4 2x4 0-1-121-4-15 1-4-15 2-9-8 1-4-9 -0-11-0 0-11-0 1-4-15 1-4-15 2-9-8 1-4-9 1-7-03-1-03-2-122-9-80-3-83-1-014.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [3:0-2-5,0-1-8] 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-MR 0.25 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=175/0-3-8, 5=89/0-1-8 Max Horz 6=89(LC 6) Max Uplift 6=-9(LC 9), 5=-49(LC 6) 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss J14 Truss Type HALF HIP Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584921 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-XeyoT4P9BCfIaSPYoIUpPARC5LT8zl0HGTFbw7yA_6P Scale = 1:14.2 1 2 3 4 6 5 2x4 3x4 3x4 2x4 2x4 0-1-122-9-8 2-9-8 -0-11-0 0-11-0 0-6-15 0-6-15 2-9-8 2-2-9 1-7-02-1-52-3-12-1-514.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-8] 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-R 0.20 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 1 2 5 l/defl n/r n/r n/a L/d 120 120 n/a 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 *Except* 4-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=179/2-9-8, 5=88/2-9-8 Max Horz 6=63(LC 6) Max Uplift 6=-14(LC 9), 5=-29(LC 6) Max Grav 6=179(LC 1), 5=96(LC 14) 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; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) -0-11-0 to 2-8-4 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 2-0-0 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) 6, 5. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss J15 Truss Type JACK-OPEN Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584922 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-XeyoT4P9BCfIaSPYoIUpPAREYLUgzl0HGTFbw7yA_6P Scale = 1:14.5 1 2 5 3 4 2x4 2x4 2-2-132-2-13 -0-11-0 0-11-0 2-2-13 2-2-13 1-0-02-3-101-10-112-3-107.00 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-MR 0.11 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=159/0-3-8, 3=48/Mechanical, 4=20/Mechanical Max Horz 5=62(LC 9) Max Uplift 5=-3(LC 9), 3=-20(LC 9) Max Grav 5=159(LC 1), 3=48(LC 1), 4=39(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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) 5, 3. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss J16 Truss Type JACK-OPEN Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584923 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-?rVAhQQnyVn9Cc_lL0?2yOzPIlqviCGRV7_8SZyA_6O Scale = 1:14.5 1 2 5 3 4 2x4 2x4 2-2-132-2-13 -0-11-0 0-11-0 2-2-13 2-2-13 1-0-02-3-101-10-112-3-107.00 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-MR 0.11 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=159/0-3-8, 3=48/Mechanical, 4=20/Mechanical Max Horz 5=62(LC 9) Max Uplift 5=-3(LC 9), 3=-20(LC 9) Max Grav 5=159(LC 1), 3=48(LC 1), 4=39(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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) 5, 3. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss J17 Truss Type GABLE Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584924 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-?rVAhQQnyVn9Cc_lL0?2yOzGmli3iB8RV7_8SZyA_6O Scale: 3/8"=1' Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 4 7 6 5 3x8 3x8 2x4 3x6 2x4 2x4 -0-11-0 0-11-0 3-0-0 3-0-0 4-0-05-9-07.00 12 Plate Offsets (X,Y)-- [5:Edge,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-R 0.65 0.55 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-5: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=141/3-0-0, 5=41/3-0-0, 6=102/3-0-0 Max Horz 7=150(LC 6) Max Uplift 7=-141(LC 7), 5=-29(LC 8), 6=-217(LC 6) Max Grav 7=258(LC 6), 5=41(LC 1), 6=219(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-109/293 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) -0-11-0 to 2-1-0, Exterior(2) 2-1-0 to 2-10-12 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 except (jt=lb) 7=141, 6=217. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss J18 Truss Type JACK-CLOSED Qty 3 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584925 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-T13YumRPjpv0qmZxvjWHVbWMR94LRfWaknkh_?yA_6N Scale: 3/8"=1' 1 2 3 5 4 6 3x6 3x8 3x8 3x8 3-0-03-0-0 -0-11-0 0-11-0 3-0-0 3-0-0 4-0-05-9-05-5-80-3-85-9-07.00 12 Plate Offsets (X,Y)-- [4:0-3-8,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-MR 0.98 0.42 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=239/0-5-8, 4=150/0-1-8 Max Horz 5=149(LC 6) Max Uplift 5=-55(LC 5), 4=-141(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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-10-4 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 2-0-0 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=141. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss J19 Truss Type JACK-CLOSED Qty 2 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584926 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 12:52:42 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-2s7rNKcXG8tmHwcS8FP6?NDXh2?XoYP49HFA_Ey9iO3 Scale: 3/8"=1' 1 2 4 3 3x8 3x6 3x8 3x8 MT18HS 2-8-0 2-8-0 4-2-55-9-05-5-80-3-85-9-07.00 12 Plate Offsets (X,Y)-- [2:0-4-5,Edge], [3:Edge,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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.86 0.35 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 15 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-3: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=145/0-1-8, 3=145/0-1-8 Max Horz 4=141(LC 6) Max Uplift 4=-82(LC 7), 3=-149(LC 6) Max Grav 4=178(LC 8), 3=160(LC 7) 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) All plates are MT20 plates unless otherwise indicated. 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) 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) 4, 3. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 4 and 149 lb uplift at joint 3. LOAD CASE(S) Standard December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss M01 Truss Type MONOPITCH Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584927 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-xDdw66R2U72tRw77TQ1W1p3cUZQkA2KkyRTFWSyA_6M Scale: 3/16"=1' 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 3x6 3x6 10x10 2x4 3x6 4x8 2x4 2x4 3x6 3x8 6x8 3x6 6-6-86-6-8 12-9-86-3-0 14-3-81-6-0 17-10-03-6-8 -0-11-0 0-11-0 6-6-8 6-6-8 12-9-8 6-3-0 14-3-8 1-6-0 17-10-0 3-6-8 1-0-011-4-133-0-07.00 12 Plate Offsets (X,Y)-- [10:0-4-8,0-3-12], [11:0-2-12,0-2-0], [14:0-1-12,0-0-0], [14:Edge,0-8-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.70 0.41 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.13 0.08 (loc) 12-13 12-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-9,5-12: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-8: 2x4 SPF No.2, 2-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8 REACTIONS.(lb/size)8=700/Mechanical, 14=767/0-3-8 Max Horz 14=271(LC 9) Max Uplift 8=-71(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-895/0, 3-5=-693/0, 5-6=-631/24, 6-7=-429/34, 7-8=-666/126, 2-14=-707/0 BOT CHORD 13-14=-291/245, 6-10=-638/133, 10-11=-51/337, 5-11=-258/86 WEBS 6-11=-97/652, 11-13=-117/749, 7-10=-124/827, 2-13=0/450 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 17-8-4 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) 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) 8. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss M02 Truss Type MONOPITCH Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584928 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-QQBJJRSgFQAk34iK18Yla0bmqymMvQdtB5Do3uyA_6L Scale = 1:62.3 1 2 3 4 5 6 11 10 9 8 7 12 13 14 3x6 2x4 3x6 10x10 3x6 3x6 3x4 3x4 3x6 6-6-96-6-9 12-8-56-1-12 17-10-05-1-11 -0-11-0 0-11-0 6-6-9 6-6-9 12-8-5 6-1-12 17-10-0 5-1-11 1-0-011-4-137.00 12 Plate Offsets (X,Y)-- [11:0-1-12,0-0-0], [11:Edge,0-8-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.73 0.32 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.02 (loc) 10-11 10-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-7: 2x4 SPF No.2, 2-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS.(lb/size)7=782/Mechanical, 11=789/0-3-8 Max Horz 11=271(LC 9) Max Uplift 7=-71(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-925/0, 3-5=-529/0, 2-11=-727/0 BOT CHORD 10-11=-292/255, 8-10=-105/716, 7-8=-46/375 WEBS 3-8=-422/73, 5-8=0/456, 5-7=-707/87, 2-10=0/464 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 17-8-4 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) 7. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss M03 Truss Type MONOPITCH Qty 7 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584929 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-QQBJJRSgFQAk34iK18Yla0bo2ykhvQUtB5Do3uyA_6L Scale = 1:70.1 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 3x6 5x8 6x6 3x4 3x6 4x8 3x6 3x4 3x6 3x4 3x6 8-8-58-8-5 9-0-60-4-1 16-4-07-3-10 18-7-02-3-0 -0-11-0 0-11-0 8-8-5 8-8-5 11-11-10 3-3-5 16-4-0 4-4-6 18-7-0 2-3-0 1-0-011-10-19-1-1211-10-17.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-4-8,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-MS 0.58 0.49 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 0.14 (loc) 10-11 10-11 13 l/defl >999 >726 n/a L/d 240 180 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-11: 2x6 SPF No.2, 3-10,2-10,3-8: 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7, 3-8 REACTIONS.(lb/size)11=849/0-3-8, 13=760/0-3-0 Max Horz 11=279(LC 9) Max Uplift 13=-72(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-978/0, 3-5=-316/0, 7-12=-144/980, 6-12=-144/980, 2-11=-778/12 BOT CHORD 10-11=-329/440, 8-10=-90/735 WEBS 3-10=0/338, 2-10=0/296, 5-8=0/556, 5-7=-1002/124, 3-8=-713/91, 6-13=-765/87 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 18-1-12 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) Bearing at joint(s) 13 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) 13. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss M05 Truss Type Roof Special Qty 7 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584930 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-uclhXnTI0kIbhEHWar3_6E84_MADe0G0QlyMbKyA_6K Scale = 1:19.41 2 3 5 4 6 7 2x4 2x4 2x4 2x4 3-11-03-11-0 3-11-0 3-11-0 4-10-0 0-11-0 2-11-153-3-70-3-81-0-07.00 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-MR 0.19 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 4-5 4-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 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 3-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=218/0-3-8, 5=136/0-1-8 Max Horz 4=-86(LC 7) Max Uplift 4=-18(LC 9), 5=-19(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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 4-4-11, Interior(1) 4-4-11 to 4-10-0 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) 5 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) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss M06 Truss Type GABLE Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584931 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-uclhXnTI0kIbhEHWar3_6E85dMAZe0n0QlyMbKyA_6K Scale = 1:10.7 1 2 3 4 7 6 5 2x4 2x4 4x6 2x4 2x4 2x4 0-2-52-11-0 2-11-0 3-11-0 1-0-0 2-11-0 2-11-0 3-11-0 1-0-0 4-10-0 0-11-0 1-4-111-7-01-0-01-4-117.00 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-R 0.08 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4 4 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=107/3-11-0, 5=99/3-11-0, 6=151/3-11-0 Max Horz 7=-37(LC 7) Max Uplift 7=-12(LC 5), 5=-37(LC 9), 6=-16(LC 5) Max Grav 7=107(LC 13), 5=99(LC 1), 6=158(LC 13) 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; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) 0-1-4 to 4-10-0 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) 7, 5, 6. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 5 Heritage at Spring Mill Job Reference (optional) I39584932 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-MoJ3k7Uwn2QSINsi8ZbDfRh8UmNcNFNAfPiv7nyA_6J Scale = 1:62.3 1 2 3 4 5 10 9 8 7 61112131415161718 3x6 2x4 4x6 8x8 4x8 3x6 4x6 6x6 4x8 6-0-86-0-8 11-9-85-9-0 17-10-06-0-8 6-0-8 6-0-8 11-9-8 5-9-0 17-10-0 6-0-8 1-0-011-4-137.00 12 Plate Offsets (X,Y)-- [7:0-2-12,0-3-12], [10:Edge,0-6-8], [10:0-1-12,0-0-0] 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-MS 0.59 0.65 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.13 0.02 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 203 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-6,4-6,1-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS.(lb/size)6=2910/Mechanical, 10=2708/0-3-8 Max Horz 10=248(LC 7) Max Uplift 6=-110(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3324/0, 3-4=-2030/0, 1-10=-2034/0 BOT CHORD 8-10=-100/842, 7-8=0/2794, 6-7=0/1684 WEBS 3-8=0/1107, 3-7=-1366/0, 4-7=0/2709, 4-6=-2701/0, 1-8=0/1965 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 6=110. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 438 lb down at 1-3-4, 438 lb down at 3-3-4, 438 lb down at 5-3-4, 438 lb down at 7-3-4, 438 lb down at 9-3-4, 438 lb down at 11-3-4, 478 lb down and 103 lb up at 12-6-12, and 491 lb down and 120 lb up at 14-6-12, and 505 lb down and 138 lb up at 16-6-12 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 7-10=-20, 7-17=-60, 6-17=-20 Continued on page 2 December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 5 Heritage at Spring Mill Job Reference (optional) I39584932 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:50 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-MoJ3k7Uwn2QSINsi8ZbDfRh8UmNcNFNAfPiv7nyA_6J LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-438(F) 11=-438(F) 12=-438(F) 13=-438(F) 14=-438(F) 15=-438(F) 16=-478(F) 17=-491(F) 18=-505(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss PB01 Truss Type GABLE Qty 18 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584933 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-q?tRxTVYXLYJwXRviG6SCfDSoAsd6wlJt3RSfDyA_6I Scale = 1:14.4 2 3 4 1 5 3x4 2x4 2x4 3-11-93-11-9 1-11-13 1-11-13 3-11-9 1-11-13 2-3-120-1-40-1-814.00 12 Plate Offsets (X,Y)-- [3:Edge,0-3-1] 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 0.04 0.09 0.00 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: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-9 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 3-11-9. (lb) - Max Horz 1=-41(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 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) Bearing at joint(s) 1, 5, 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 2, 4. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss PB02 Truss Type GABLE Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584934 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-IBRp9pVAIfgAYh05G_dhksmaqaCvrNJT6jB0CfyA_6H Scale = 1:27.1 2 3 4 5 6 7 8 14 13 12 11 10 9 1 15 4x6 4x8 3x8 3x4 2x4 3x6 3x6 3x6 0-1-1215-7-5 15-7-5 1-11-13 1-11-13 15-7-5 13-7-8 2-3-120-11-40-9-120-1-814.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14], [8:0-0-0,0-1-4], [9:0-0-0,0-1-4], [13:0-0-13,0-0-15] 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 0.15 0.09 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 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.): 4-8. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 13-14. REACTIONS.All bearings 15-7-5. (lb) - Max Horz 1=42(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 14, 12, 11, 10, 13 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 14, 13 except 12=294(LC 1), 11=336(LC 1), 10=268(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-11=-252/76 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-2-7 to 3-0-7, Interior(1) 3-0-7 to 15-6-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 14, 12, 11, 10, 13. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss PB03 Truss Type PIGGYBACK Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584935 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-IBRp9pVAIfgAYh05G_dhksmXRaAGrMrT6jB0CfyA_6H Scale = 1:28.1 1 2 3 4 5 6 10 9 8 7 11 12 13 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 0-1-1215-7-5 15-7-5 15-7-5 15-7-5 0-5-102-1-42-3-00-1-81-11-120-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [3:0-3-3,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.37 0.19 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 15-1-3. (lb) - Max Horz 2=50(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 9, 8, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 2 except 9=521(LC 14), 8=400(LC 1), 10=322(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-396/119, 5-8=-297/91 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-2-7 to 6-2-1, Interior(1) 6-2-1 to 15-6-1 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 9, 8, 10. 7) Non Standard bearing condition. Review required. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss PB04 Truss Type GABLE Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584936 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-mN_CM9Wo3zo19rbHph8wH4JjgzYdao8cLNwZk5yA_6G Scale = 1:27.6 2 3 4 5 6 10 9 8 7 1 11 12 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 0-1-1215-7-5 15-7-5 15-7-5 15-7-5 3-3-43-5-03-1-120-1-814.00 12 Plate Offsets (X,Y)-- [3:0-3-3,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.27 0.12 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 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.): 3-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-7-5. (lb) - Max Horz 1=83(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9, 10 except 1=-104(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2 except 8=331(LC 1), 9=371(LC 14), 10=271(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-252/114 WEBS 4-9=-284/90 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-2-7 to 7-2-1, Interior(1) 7-2-1 to 15-6-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 8, 9, 10 except (jt=lb) 1=104. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss PB05 Truss Type GABLE Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584937 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-EZYaaVXRqGwun?AUNOf9pHrvZNsHJFmmZ1g7GYyA_6F Scale = 1:28.1 2 3 4 5 6 7 12 11 10 9 8 1 13 14 15 4x6 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-1-1215-7-5 15-7-5 15-2-9 15-2-9 15-7-5 0-4-12 4-5-44-7-14-0-00-1-84-3-1214.00 12 Plate Offsets (X,Y)-- [3:0-3-3,0-2-0], [6:0-3-8,0-2-4] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.20 0.16 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 15-7-5. (lb) - Max Horz 1=113(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 10, 11, 12 except 1=-224(LC 7), 8=-230(LC 14), 2=-156(LC 9) Max Grav All reactions 250 lb or less at joint(s) 1 except 2=391(LC 1), 9=478(LC 14), 10=517(LC 1), 11=444(LC 14), 12=297(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-376/208 WEBS 5-10=-269/86 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-2-7 to 3-2-7, Interior(1) 3-2-7 to 3-11-2, Exterior(2) 3-11-2 to 8-2-1, Interior(1) 8-2-1 to 15-2-9, Exterior(2) 15-2-9 to 15-6-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 11, 12 except (jt=lb) 1=224, 8=230, 2=156. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss PBE01 Truss Type GABLE Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584938 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-EZYaaVXRqGwun?AUNOf9pHry1NuPJGOmZ1g7GYyA_6F Scale = 1:14.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 2 3 4 6 1 5 4x6 2x4 2x4 2x4 3-11-93-11-9 1-11-13 1-11-13 3-11-9 1-11-13 2-3-120-1-40-1-814.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] 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 0.04 0.02 0.01 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: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-9 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 3-11-9. (lb) - Max Horz 1=41(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4, 6 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 1, 5, 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 2, 4. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T01 Truss Type PIGGYBACK BASE Qty 10 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584939 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-jm6ynrY3ba2kP9lgx6AOMVOxcn4D2U6vohPgo_yA_6E Scale = 1:72.4 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 23 24 25 3x6 4x6 6x6 3x6 3x6 3x8 3x4 3x4 3x4 3x4 4x8 4x8 3x4 9-7-119-7-11 13-7-53-11-9 23-3-09-7-11 -0-11-0 0-11-0 4-3-0 4-3-0 9-7-11 5-4-12 13-7-5 3-11-9 19-0-0 5-4-12 23-3-0 4-3-0 24-2-0 0-11-0 1-7-012-10-01-7-012-10-014.00 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [6:0-3-0,0-1-8] 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-MS 0.82 0.69 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.64 0.03 (loc) 11-12 11-12 11 l/defl >999 >431 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-13,6-13,6-12: 2x4 SPF No.2, 2-15,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-13, 7-12 REACTIONS.(lb/size)15=1162/0-3-8, 11=1168/0-3-8 Max Horz 15=280(LC 8) Max Uplift 15=-13(LC 9), 11=-13(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-319/99, 4-5=-925/191, 5-6=-515/189, 6-7=-931/191, 7-9=-320/100, 2-15=-350/112, 9-11=-350/112 BOT CHORD 13-15=-79/586, 12-13=-0/518, 11-12=0/589 WEBS 5-13=-56/338, 6-12=-54/353, 4-15=-780/29, 7-11=-786/29 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 9-7-11, Exterior(2) 9-7-11 to 17-10-3, Interior(1) 17-10-3 to 24-2-0 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) 15, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T02 Truss Type COMMON Qty 2 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584940 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-BygK?AYhMuAb0JJsVphdviwAIBTZn9C21L9DLQyA_6D Scale = 1:56.3 1 2 3 4 7 6 5 8 9 10 11 12 3x6 3x6 2x4 4x6 3x8 3x8 6-3-86-3-8 12-7-06-3-8 -0-11-0 0-11-0 6-3-8 6-3-8 12-7-0 6-3-8 1-7-08-11-11-7-014.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] 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-MR 0.57 0.49 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.15 0.01 (loc) 6-7 6-7 5 l/defl >999 >988 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=719/0-3-8, 5=649/Mechanical Max Horz 7=192(LC 8) Max Uplift 7=-17(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-588/110, 3-4=-579/108, 2-7=-601/148, 4-5=-525/113 BOT CHORD 6-7=-39/277, 5-6=-39/277 WEBS 3-6=0/334 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-3-8, Exterior(2) 6-3-8 to 9-3-8, Interior(1) 9-3-8 to 12-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T03 Truss Type ROOF SPECIAL Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584941 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-f8EiCWZJ7BISeSu22XDsRwTRvbtcWaLCG?unttyA_6C Scale = 1:54.3 1 2 3 4 5 67 11 10 9 8 12 13 2x4 5x6 4x6 5x6 2x4 5x12 5x12 2x4 2x4 2-10-62-10-6 9-0-106-2-5 11-11-02-10-6 -0-11-0 0-11-0 2-10-6 2-10-6 5-11-8 3-1-2 9-0-10 3-1-2 11-11-0 2-10-6 12-10-0 0-11-0 1-7-08-6-71-7-03-0-014.00 12 14.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-7], [6:Edge,0-2-7] 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-MS 0.13 0.25 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.23 0.22 (loc) 9-10 9-10 8 l/defl >999 >603 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=530/0-3-8, 8=530/0-3-8 Max Horz 11=196(LC 8) Max Uplift 11=-18(LC 9), 8=-18(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-522/81, 2-3=-1027/85, 3-4=-1004/174, 4-5=-1004/145, 5-6=-1027/0, 6-8=-522/105 BOT CHORD 10-11=-292/302, 9-10=-100/253 WEBS 4-9=-73/726, 6-9=0/703, 4-10=-213/726, 2-10=-23/703 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-11-8, Exterior(2) 5-11-8 to 8-11-8, Interior(1) 8-11-8 to 12-10-0 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) 11, 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) 11, 8. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T04 Truss Type ROOF SPECIAL Qty 6 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584942 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-f8EiCWZJ7BISeSu22XDsRwTRobtfWZDCG?unttyA_6C Scale = 1:54.3 1 2 3 4 5 9 8 7 6 10 2x4 5x6 4x6 5x12 5x12 2x4 2x4 5x6 2x4 2-10-62-10-6 9-0-106-2-5 11-8-02-7-6 2-10-6 2-10-6 5-11-8 3-1-2 9-0-10 3-1-2 11-8-0 2-7-6 1-7-08-6-71-8-120-1-122-10-414.00 12 14.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-7], [5:Edge,0-2-7] 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-MS 0.14 0.24 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.22 0.20 (loc) 7-8 7-8 6 l/defl >999 >614 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=458/0-3-8, 6=458/Mechanical Max Horz 9=-170(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-455/107, 1-2=-1027/134, 2-3=-1015/327, 3-4=-955/295, 4-5=-962/107, 5-6=-454/84 BOT CHORD 8-9=-255/265 WEBS 1-8=-9/704, 3-8=-259/748, 3-7=-204/674, 5-7=-24/649 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-4 to 2-11-8, Interior(1) 2-11-8 to 5-11-8, Exterior(2) 5-11-8 to 8-11-8, Interior(1) 8-11-8 to 11-6-12 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) Refer to girder(s) for truss to truss connections. 6) 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. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T05 Truss Type HALF HIP Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584943 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-7Lo5PsaxuVQJGcTFcEk5_70XC_CKF?SLUfeKPJyA_6B Scale = 1:47.5 1 2 3 6 5 4 7 8 9 10 11 4x8 3x6 2x4 5x6 6x8 3x4 0-1-125-9-0 5-9-0 11-8-0 5-11-0 5-9-0 5-9-0 11-8-0 5-11-0 1-7-08-1-128-3-88-1-1214.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-5-3,0-2-0], [3:Edge,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-MS 0.48 0.28 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.09 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6: 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.): 2-3. BOT CHORD Structural wood sheathing directly applied or 8-11-3 oc bracing. WEBS 1 Row at midpt 3-4, 2-4 REACTIONS.(lb/size)6=500/0-3-8, 4=530/Mechanical Max Horz 6=216(LC 6) Max Uplift 4=-91(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-468/92, 1-6=-460/82 BOT CHORD 5-6=-425/190 WEBS 2-4=-375/200 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-9-0, Exterior(2) 5-9-0 to 9-11-15, Interior(1) 9-11-15 to 11-6-12 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) 4. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T06 Truss Type HALF HIP Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584944 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-bXMTdCbZfpYAtm2RAyFKWLYgzOXc_SpVjJNtylyA_6A Scale = 1:54.0 1 2 3 6 5 4 7 8 9 10 11 4x8 3x6 3x4 3x4 5x6 6x8 0-1-126-9-0 6-9-0 11-8-0 4-11-0 6-9-0 6-9-0 11-8-0 4-11-0 1-7-09-3-129-5-89-3-1214.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-5-3,0-2-0], [3:Edge,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-MS 0.60 0.34 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 -0.01 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6: 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.): 2-3. BOT CHORD Structural wood sheathing directly applied or 8-3-12 oc bracing. WEBS 1 Row at midpt 3-4, 2-4 REACTIONS.(lb/size)6=488/0-3-8, 4=532/Mechanical Max Horz 6=249(LC 6) Max Uplift 4=-108(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-439/96, 1-6=-431/86 BOT CHORD 5-6=-500/236 WEBS 2-5=0/263, 2-4=-402/245, 1-5=-111/312 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-9-0, Exterior(2) 6-9-0 to 10-11-15, Interior(1) 10-11-15 to 11-6-12 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) except (jt=lb) 4=108. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T07 Truss Type HALF HIP Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584945 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:42:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-bXMTdCbZfpYAtm2RAyFKWLYdXOWa_UpVjJNtylyA_6A Scale = 1:60.1 1 2 3 6 5 4 7 8 9 10 4x8 3x4 3x4 3x4 4x8 8x8 0-1-127-9-0 7-9-0 11-8-0 3-11-0 7-9-0 7-9-0 11-8-0 3-11-0 1-7-010-5-1210-7-810-5-1214.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-5-3,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.82 0.41 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.24 -0.01 (loc) 5-6 5-6 4 l/defl >999 >577 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-5,1-5: 2x3 SPF No.2, 1-6: 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.): 2-3. BOT CHORD Structural wood sheathing directly applied or 7-8-8 oc bracing. WEBS 1 Row at midpt 3-4, 2-4 REACTIONS.(lb/size)6=475/0-3-8, 4=522/Mechanical Max Horz 6=281(LC 6) Max Uplift 4=-126(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-407/97, 1-6=-404/88 BOT CHORD 5-6=-577/284 WEBS 2-5=0/291, 2-4=-442/303, 1-5=-167/389 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-9-0, Exterior(2) 7-9-0 to 11-6-4 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) except (jt=lb) 4=126. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T08 Truss Type COMMON Qty 6 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584946 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-3jvrqYbBQ6g1VwddkfmZ3Y5nsosajzEeyz7RUByA_69 Scale = 1:41.4 1 2 3 6 5 4 7 8 9 10 3x4 3x4 4x6 5x6 3x8 5x6 7-2-127-2-12 14-11-87-8-12 7-2-12 7-2-12 14-11-8 7-8-12 2-6-96-9-32-3-17.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:0-3-0,0-1-8] 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-MS 0.85 0.36 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.19 0.00 (loc) 4-5 4-5 4 l/defl >999 >941 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=587/0-3-8, 4=587/0-3-8 Max Horz 6=-127(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-541/62, 2-3=-551/63, 1-6=-525/68, 3-4=-518/71 WEBS 1-5=0/327, 3-5=0/291 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-2-12, Exterior(2) 7-2-12 to 10-2-12, Interior(1) 10-2-12 to 14-9-12 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. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T09 Truss Type ROOF SPECIAL Qty 2 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584947 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-3jvrqYbBQ6g1VwddkfmZ3Y5t?osWjtyeyz7RUByA_69 Scale = 1:41.4 1 2 3 6 5 4 7 8 9 10 11 5x8 2x4 3x4 4x6 3x6 3x8 3x6 4-10-44-10-4 12-7-07-8-12 4-10-4 4-10-4 12-7-0 7-8-12 3-11-36-9-32-3-10-7-47.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-0-4] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.46 0.36 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.01 (loc) 4-5 4-5 8 l/defl >999 >817 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=491/0-3-8, 8=469/0-3-8 Max Horz 6=-133(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-355/73, 2-3=-408/69, 1-6=-459/64 WEBS 1-5=-24/312, 3-8=-483/27 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-10-4, Exterior(2) 4-10-4 to 7-10-4, Interior(1) 7-10-4 to 12-1-12 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. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T10 Truss Type ROOF SPECIAL Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584948 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-XwTD2ucqBQou74CqHNHocme1BCAPSMKoAcs_0eyA_68 Scale = 1:40.0 1 2 3 4 7 6 5 1098 11 12 13 14 15 5x8 5x8 5x6 5x8 2x4 3x6 4x10 3x4 3x6 3x6 0-7-40-3-8 0-3-8 8-9-11 8-6-3 12-7-0 3-9-5 0-3-8 0-3-8 4-10-4 4-6-12 8-9-11 3-11-7 12-7-0 3-9-5 3-11-36-1-153-7-156-9-34-3-37.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-0], [3:0-3-0,Edge], [4:0-2-12,0-2-12], [8:0-0-8,0-1-8] 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-MS 0.56 0.45 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.31 0.00 (loc) 6-7 6-7 12 l/defl >999 >470 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS.(lb/size)11=472/0-3-8, 12=472/0-3-8 Max Horz 11=-121(LC 7) Max Uplift 12=-4(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-463/62, 3-4=-361/16, 1-8=0/315 WEBS 2-8=-291/29, 2-6=0/290, 3-6=-429/78, 4-6=-17/487, 1-11=-473/38, 4-12=-473/36 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-12 to 3-4-12, Interior(1) 3-4-12 to 4-10-4, Exterior(2) 4-10-4 to 7-10-4, Interior(1) 7-10-4 to 12-2-4 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. 6) Bearing at joint(s) 11, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T11 Truss Type HALF HIP Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584949 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-?61bFEdSykwlkEn0r4o18zAEgcY6BlGxPGcYY4yA_67 Scale = 1:38.0 1 2 3 6 5 4 987 10 11 12 13 14 15 5x6 5x12 6x6 4x6 2x4 3x4 3x4 3x6 3x6 3x6 0-2-50-3-8 0-3-8 5-2-2 4-10-10 12-7-0 7-4-14 0-3-8 0-3-8 5-2-2 4-10-10 12-7-0 7-4-14 3-9-45-11-156-9-86-7-37.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-9], [7:0-0-8,0-1-9] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.45 0.35 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 -0.01 (loc) 4-5 4-5 11 l/defl >999 >843 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-4 REACTIONS.(lb/size)10=523/0-3-8, 11=530/0-3-8 Max Horz 10=119(LC 9) Max Uplift 11=-43(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-9=-13/324, 3-9=-13/324, 1-7=0/369 BOT CHORD 4-5=-65/314 WEBS 5-7=-43/309, 2-7=-396/0, 2-5=0/256, 2-4=-364/71, 1-10=-525/22, 3-11=-531/64 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-12 to 3-4-12, Interior(1) 3-4-12 to 5-2-2, Exterior(2) 5-2-2 to 9-5-1, Interior(1) 9-5-1 to 12-2-4 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) Bearing at joint(s) 10, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T11A Truss Type HIP Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584950 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-UIb_Tae4j13cMNMCPnKGhBjSz?xxwHq4ewL55WyA_66 Scale = 1:57.2 1 2 3 4 5 10 9 8 7 6 11 12 5x6 4x6 4x6 5x8 3x4 2x4 3x8 3x4 3x4 3x4 3x6 0-11-80-11-8 3-4-142-5-6 7-10-114-5-13 12-7-04-8-5 0-10-1 0-10-1 3-4-14 2-6-13 7-10-11 4-5-13 12-7-0 4-8-5 8-7-109-1-83-9-40-7-49-1-87.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-3-0,0-1-12], [3:0-4-4,0-2-0], [5:0-6-4,0-0-4] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.22 0.19 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 0.00 (loc) 7-8 7-8 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-10: 2x4 SPF No.2, 5-6: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 3-9, 1-10 REACTIONS.(lb/size)9=533/0-3-8, 12=427/0-3-8 Max Horz 9=-215(LC 7) Max Uplift 9=-71(LC 5) Max Grav 9=533(LC 1), 12=428(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-312/62 WEBS 3-9=-389/164, 3-8=-49/261, 5-12=-431/36 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 7-10-11, Interior(1) 7-10-11 to 12-1-12 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. 6) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584951 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-utH65bgy?yRBDr4n4wtzIpLwJDwB7d0XKualhryA_63 Scale = 1:61.9 1 2 3 4 8 7 6 5 910 11 12 13 3x4 4x8 5x8 3x6 2x4 2x4 2x4 3x8 3x6 0-11-8 0-11-8 1-1-4 0-1-12 7-11-2 6-9-14 12-7-0 4-7-14 2-1-7 2-1-7 7-11-2 5-9-11 12-7-0 4-7-14 8-7-109-10-83-9-40-7-47.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-0-4] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.41 0.35 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.19 0.00 (loc) 6-7 6-7 10 l/defl >999 >701 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6,1-8: 2x4 SPF No.2, 4-5: 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7, 1-8 REACTIONS.(lb/size)7=656/0-3-8, 10=462/0-3-8 Max Horz 7=-227(LC 7) Max Uplift 7=-34(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-418/158, 3-4=-363/57 WEBS 2-6=-146/430, 3-6=-363/135, 2-7=-418/269, 4-6=-10/312, 4-10=-464/36 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 5-1-7, Interior(1) 5-1-7 to 12-1-12 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) Bearing at joint(s) 10 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) 7. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T13 Truss Type COMMON Qty 3 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584952 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-M4rUIxhamGZ1r?fzedOCr1u5qdFas3YgZYJJEHyA_62 Scale = 1:61.9 1 2 3 4 8 7 6 5 9 10 11 12 3x4 4x8 3x6 3x6 2x4 2x4 2x4 3x8 0-11-8 0-11-8 1-1-4 0-1-12 7-11-2 6-9-14 12-7-0 4-7-14 2-1-7 2-1-7 7-11-2 5-9-11 12-7-0 4-7-14 8-7-109-10-83-9-47.00 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-MS 0.42 0.33 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.19 0.00 (loc) 6-7 6-7 5 l/defl >999 >700 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6,1-8: 2x4 SPF No.2, 4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7, 1-8 REACTIONS.(lb/size)5=485/0-3-8, 7=657/0-3-8 Max Horz 7=-246(LC 7) Max Uplift 7=-43(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-420/157, 3-4=-368/49, 4-5=-472/67 BOT CHORD 6-7=-126/271 WEBS 2-6=-179/432, 3-6=-371/144, 2-7=-417/286, 4-6=-31/345 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 5-1-7, Interior(1) 5-1-7 to 12-5-4 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) 7. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T14 Truss Type HIP Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584953 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-qGOtWHiDXahuS9EACLvROEQCP0bYbXspoC3smkyA_61 Scale = 1:50.4 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 4x6 4x6 3x6 3x4 3x6 4x8 3x6 3x4 3x4 4x6 0-2-54-0-2 4-0-2 11-4-5 7-4-3 17-4-0 5-11-11 0-2-13 0-2-13 4-0-2 3-9-6 11-4-5 7-4-3 17-4-0 5-11-11 18-3-0 0-11-0 8-6-158-9-110-10-01-0-08-6-157.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-12] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.62 0.35 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 0.01 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 11-12: 2x4 SPF No.2, 5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 1-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 3-9, 1-11 REACTIONS.(lb/size)11=680/0-3-8, 7=747/0-3-8 Max Horz 11=-248(LC 7) Max Uplift 11=-42(LC 5), 7=-10(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-273/126, 2-3=-430/114, 3-5=-890/61, 1-11=-655/130, 5-7=-696/89 BOT CHORD 9-11=-115/308, 8-9=0/705 WEBS 1-9=-135/621, 3-9=-502/102, 5-8=0/561 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-0-2, Exterior(2) 4-0-2 to 8-3-1, Interior(1) 8-3-1 to 18-3-0 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T15 Truss Type ROOF SPECIAL Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584954 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-ISyFjdirItpl4IpMl2QgwSzIsQuOKzQz0soPIAyA_60 Scale = 1:37.3 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 2x4 4x6 4x6 3x6 3x8 3x6 3x8 3x4 0-2-58-0-2 8-0-2 17-4-0 9-3-14 8-0-2 8-0-2 13-0-5 5-0-3 17-4-0 4-3-11 18-3-0 0-11-0 6-2-156-5-41-0-06-2-157.00 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-MS 0.90 0.57 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.37 0.01 (loc) 6-8 6-8 6 l/defl >999 >554 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-6: 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 (2-11-15 max.): 1-2. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=788/0-3-8, 6=759/0-3-8 Max Horz 9=-173(LC 7) Max Uplift 9=-47(LC 5), 6=-11(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-629/114, 1-2=-561/87, 2-3=-707/74, 3-4=-260/22, 4-6=-279/67 BOT CHORD 6-8=-10/679 WEBS 1-8=-85/668, 3-6=-658/67 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-4 to 3-1-4, Interior(1) 3-1-4 to 8-0-2, Exterior(2) 8-0-2 to 11-0-2, Interior(1) 11-0-2 to 18-3-0 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, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T16 Truss Type ROOF SPECIAL Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584955 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-meWdxzjT3BxciSOYJmyvTfWXsqEi3Kr6FWYzqcyA_6? Scale = 1:38.5 1 2 3 4 5 9 8 7 6 10 11 12 13 3x6 2x4 6x6 5x6 3x6 3x8 3x4 4x10 0-2-58-8-0 8-8-0 17-4-0 8-8-0 5-3-14 5-3-14 8-8-0 3-4-2 17-4-0 8-8-0 18-3-0 0-11-0 3-10-156-0-111-0-03-10-157.00 12 Plate Offsets (X,Y)-- [4:0-4-12,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.69 0.56 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.34 0.02 (loc) 7-9 7-9 6 l/defl >999 >595 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS.(lb/size)9=678/0-3-8, 6=751/0-3-8 Max Horz 9=-141(LC 7) Max Uplift 6=-16(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-696/65, 3-4=-787/56, 4-6=-679/104 BOT CHORD 7-9=0/678, 6-7=-111/531 WEBS 2-9=-800/85, 3-7=0/418 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-4 to 3-1-4, Interior(1) 3-1-4 to 8-8-0, Exterior(2) 8-8-0 to 11-8-0, Interior(1) 11-8-0 to 18-3-0 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T17 Truss Type Common Qty 2 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584956 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Fr4?8Jk5qV3TKczltTT8?t2lxEaFosqGUAHWN3yA_6_ Scale = 1:38.3 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 4x6 3x6 3x8 3x6 3x6 3x4 3x8 3x8 3x4 8-8-08-8-0 17-4-08-8-0 -0-11-0 0-11-0 4-5-4 4-5-4 8-8-0 4-2-12 12-10-12 4-2-12 17-4-0 4-5-4 18-3-0 0-11-0 1-0-06-0-111-0-07.00 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-MS 0.48 0.54 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.27 0.02 (loc) 9-11 9-11 8 l/defl >999 >754 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=745/0-3-8, 8=745/0-3-8 Max Horz 11=-109(LC 7) Max Uplift 11=-16(LC 9), 8=-16(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-252/37, 3-4=-688/62, 4-5=-688/62, 5-6=-252/37, 2-11=-286/77, 6-8=-286/77 BOT CHORD 9-11=-5/662, 8-9=0/662 WEBS 4-9=0/420, 3-11=-630/35, 5-8=-630/35 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 8-8-0, Exterior(2) 8-8-0 to 11-8-0, Interior(1) 11-8-0 to 18-3-0 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) 11, 8. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T17A Truss Type ROOF SPECIAL Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584957 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-j1eNMfljboBKxmYxRA_NY4btPewUXMJPiq13uVyA_5z Scale = 1:38.5 1 2 3 4 5 9 8 7 6 10 11 12 4x6 2x4 6x6 5x6 3x6 3x8 3x4 4x10 0-2-51-3-14 1-3-14 8-8-0 7-4-2 17-4-0 8-8-0 1-3-14 1-3-14 8-8-0 7-4-2 17-4-0 8-8-0 18-3-0 0-11-0 1-6-156-0-111-0-01-6-157.00 12 Plate Offsets (X,Y)-- [4:0-4-12,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.69 0.54 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.33 0.02 (loc) 7-9 7-9 6 l/defl >999 >624 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS.(lb/size)9=678/0-3-8, 6=751/0-3-8 Max Horz 9=-113(LC 7) Max Uplift 6=-18(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-759/50, 3-4=-791/52, 4-6=-680/101 BOT CHORD 7-9=-46/638, 6-7=-109/525 WEBS 2-9=-869/126, 3-7=0/370 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-4 to 1-3-14, Interior(1) 1-3-14 to 8-8-0, Exterior(2) 8-8-0 to 11-8-0, Interior(1) 11-8-0 to 18-3-0 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T18 Truss Type PIGGYBACK BASE Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584958 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-BDCmZ_mLM6JBZw77_uVc5I8081DSGdqZxUmdQxyA_5y Scale = 1:72.4 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 23 24 3x4 4x6 6x6 3x6 3x6 3x8 3x4 3x4 3x4 4x8 3x4 4x8 0-0-6 0-0-6 0-3-2 0-2-12 9-4-3 9-1-1 13-3-13 3-11-9 22-11-8 9-7-11 3-11-7 3-11-7 4-9-14 0-10-6 9-4-3 4-6-6 13-3-13 3-11-9 18-8-8 5-4-12 22-11-8 4-3-0 23-10-8 0-11-0 1-11-112-10-01-7-012-10-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [4:0-3-0,0-1-8] 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-MS 0.82 0.69 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.64 0.02 (loc) 9-10 9-10 9 l/defl >999 >428 n/a L/d 240 180 n/a PLATES MT20 Weight: 135 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-11,4-11,4-10: 2x4 SPF No.2, 1-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 4-11, 5-10, 2-13 REACTIONS.(lb/size)9=1155/0-3-8, 13=1084/0-5-8 Max Horz 13=-273(LC 7) Max Uplift 9=-12(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-901/191, 3-4=-499/189, 4-5=-916/191, 5-7=-318/100, 7-9=-349/112 BOT CHORD 11-13=-88/549, 10-11=-3/509, 9-10=0/581 WEBS 3-11=-57/325, 4-10=-53/360, 5-9=-772/28, 2-13=-834/87 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-4-3, Exterior(2) 9-4-3 to 17-6-11, Interior(1) 17-6-11 to 23-10-8 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. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T19 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584959 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-fQm8mKmz7QR2B4iKYb0rdVgDQRcy?7uiA8WAyNyA_5x Scale = 1:77.4 12 3 4 5 6 7 8 9 18 17 16 15 13 12 11 10 19 20 21 22 23 14 24 25 26 27 28 3x6 4x6 6x6 5x6 3x4 4x6 4x6 3x8 4x6 3x6 3x6 2x4 3x8 2x4 4x6 4x6 0-1-59-7-11 9-7-11 13-7-5 3-11-9 19-0-10 5-5-6 19-11-10 0-11-0 20-6-0 0-6-6 21-2-2 0-8-2 26-3-13 5-1-11 33-3-0 6-11-3 -0-11-0 0-11-0 4-3-0 4-3-0 9-7-11 5-4-12 13-7-5 3-11-9 19-8-2 6-0-14 26-3-13 6-7-11 33-3-0 6-11-3 1-7-05-7-1112-10-05-7-1112-10-014.00 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [6:0-3-0,0-1-8], [7:0-3-0,0-3-4] 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-MS 0.65 0.48 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.18 0.02 (loc) 10-11 17-18 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 205 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-17,6-17,6-15,8-10: 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.): 5-6, 7-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 6-15, 8-12, 8-10 REACTIONS.All bearings 2-5-0 except (jt=length) 10=0-5-8, 18=0-3-8, 14=0-3-8. (lb) - Max Horz 18=301(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 18 except 10=-433(LC 4), 12=-524(LC 7) Max Grav All reactions 250 lb or less at joint(s) 14 except 10=749(LC 12), 12=1756(LC 1), 12=1756(LC 1), 18=998(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-262/101, 3-5=-744/119, 5-6=-395/130, 6-7=-654/110, 2-18=-304/99 BOT CHORD 17-18=-134/485, 15-17=-84/329, 11-12=-372/521, 10-11=-372/521 WEBS 6-17=-55/287, 7-15=-9/303, 7-12=-974/100, 8-12=-927/484, 8-11=-468/589, 8-10=-632/417, 3-18=-653/0 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 18 except (jt=lb) 10=433, 12=524. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 137 lb down and 153 lb up at 23-2-4, 137 lb down and 153 lb up at 25-2-4, 148 lb down and 161 lb up at 27-2-4, and 148 lb down and 161 lb up at 29-2-4, and 137 lb down and 153 lb up at 31-2-4 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: 1-2=-60, 2-5=-60, 5-6=-60, 6-7=-60, 7-9=-60, 18-21=-20, 21-22=-60, 22-23=-20, 15-23=-60, 10-15=-20 Concentrated Loads (lb) Vert: 24=-130 25=-130 26=-125 27=-125 28=-130 December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T20 Truss Type PIGGYBACK BASE Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584960 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-botuB0oEf1hmQNrig02JiwlYdFFGT_v?dS?H1GyA_5v Scale = 1:75.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 27 3x6 4x6 4x6 6x6 2x4 3x6 3x6 3x4 4x10 3x4 2x4 3x8 3x4 4x8 3x6 0-1-129-7-11 9-7-11 13-7-5 3-11-9 18-8-2 5-0-14 18-9-8 0-1-6 19-0-4 0-2-12 25-9-13 6-9-9 33-3-0 7-5-3 -1-0-0 1-0-0 4-0-12 4-0-12 9-7-11 5-6-15 13-7-5 3-11-9 18-8-2 5-0-14 19-0-4 0-4-2 25-9-13 6-9-9 33-3-0 7-5-3 1-7-06-9-412-10-06-9-412-10-014.00 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [6:0-3-2,0-2-0], [7:0-3-0,Edge], [15:0-4-8,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.74 0.68 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.57 0.02 (loc) 15-16 15-16 10 l/defl >895 >394 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,6-15,7-15: 2x4 SPF No.2, 2-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6, 7-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-15. WEBS 1 Row at midpt 4-15, 6-15, 8-12, 8-10 REACTIONS.(lb/size)10=637/0-5-8, 12=1694/0-5-8, 16=885/0-3-8 Max Horz 16=313(LC 8) Max Uplift 10=-50(LC 6), 12=-1(LC 9), 16=-6(LC 9) Max Grav 10=648(LC 14), 12=1694(LC 1), 16=885(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-265/87, 4-5=-603/148, 5-6=-301/156, 6-7=-558/140, 2-16=-308/94 BOT CHORD 15-16=-196/404, 11-12=-76/456, 10-11=-76/456 WEBS 7-15=-37/430, 8-12=-713/39, 8-11=0/357, 8-10=-592/50, 4-16=-505/11, 7-12=-929/166 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-7-11, Exterior(2) 9-7-11 to 17-10-3, Interior(1) 17-10-3 to 33-1-12 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) 10, 12, 16. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T21 Truss Type PIGGYBACK BASE Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584961 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-3?RGPMpsQLpd2XQuDkaYF8Ik?fcJCXV8s6kqZiyA_5u Scale = 1:75.7 12 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3x6 4x6 4x6 5x6 3x8 3x6 3x4 4x10 3x4 2x4 3x4 3x8 2x4 4x8 3x4 3x6 0-1-129-7-11 9-7-11 13-7-5 3-11-9 17-8-2 4-0-14 18-9-8 1-1-6 19-0-4 0-2-12 25-3-3 6-2-15 31-10-12 6-7-9 33-1-8 1-2-12 -0-11-0 0-11-0 4-0-12 4-0-12 9-7-11 5-6-15 13-7-5 3-11-9 17-8-2 4-0-14 25-3-3 7-7-1 32-10-5 7-7-1 33-1-8 0-3-3 1-7-07-11-41-5-118-1-57-11-412-10-014.00 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [6:0-3-2,0-2-0], [7:0-3-0,0-3-4], [9:0-4-8,0-1-8], [16:0-4-8,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.70 0.63 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.53 0.02 (loc) 16-17 16-17 11 l/defl >999 >427 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,6-16,7-16: 2x4 SPF No.2, 2-17,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6, 7-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 6-16, 7-14, 8-14, 8-11, 9-10 REACTIONS.(lb/size)14=1701/0-5-8, 11=663/0-5-8, 17=887/0-3-8 Max Horz 17=322(LC 8) Max Uplift 14=-10(LC 9), 11=-75(LC 6) Max Grav 14=1701(LC 1), 11=682(LC 14), 17=887(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-257/86, 3-5=-617/142, 5-6=-310/153, 6-7=-536/144, 2-17=-296/91 BOT CHORD 16-17=-227/412, 12-14=-79/319, 11-12=-79/319 WEBS 7-16=-42/339, 7-14=-906/168, 8-14=-646/51, 8-12=0/313, 8-11=-493/73, 3-17=-527/6 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 9-7-11, Exterior(2) 9-7-11 to 12-7-11, Interior(1) 12-7-11 to 13-7-5, Exterior(2) 13-7-5 to 16-7-5, Interior(1) 16-7-5 to 32-11-12 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) 14, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T22 Truss Type PIGGYBACK BASE Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584962 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-0NZ1q2q6xy4KHraHL9c0KZN4fSHRgQFRJQDxebyA_5s Scale = 1:75.5 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 2x4 4x6 4x6 6x6 4x6 3x4 3x6 3x4 4x10 4x6 2x4 3x4 3x8 4x6 3x4 3x6 0-1-129-4-11 9-4-11 13-4-5 3-11-9 16-5-2 3-0-14 18-6-8 2-1-6 18-9-4 0-2-12 24-0-3 5-2-15 31-7-5 7-7-1 31-7-12 0-0-7 32-10-8 1-2-12 3-10-14 3-10-14 9-4-11 5-5-14 13-4-5 3-11-9 16-5-2 3-0-14 24-0-3 7-7-1 31-7-5 7-7-1 32-10-8 1-3-3 1-10-89-1-412-10-07-9-412-10-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [4:0-3-2,0-2-0], [5:0-3-0,0-3-4], [7:0-3-3,0-2-0], [15:0-4-8,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.69 0.65 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.46 0.02 (loc) 15-16 15-16 10 l/defl >999 >482 n/a L/d 240 180 n/a PLATES MT20 Weight: 191 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-15,5-13,6-11,7-10,2-16: 2x3 SPF No.2, 1-16,8-9: 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.): 3-4, 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-15, 4-15, 5-13, 6-13, 6-10, 7-10, 8-9 REACTIONS.(lb/size)13=1730/0-5-8, 10=677/0-5-8, 16=813/Mechanical Max Horz 16=306(LC 8) Max Uplift 13=-11(LC 9), 10=-49(LC 6) Max Grav 13=1730(LC 1), 10=697(LC 14), 16=813(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-609/141, 3-4=-306/151, 4-5=-502/152 BOT CHORD 15-16=-219/392, 11-13=-82/272, 10-11=-82/272 WEBS 5-13=-870/160, 6-13=-695/52, 6-11=0/342, 6-10=-405/56, 2-16=-568/53, 5-15=-33/299 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-4-11, Exterior(2) 9-4-11 to 12-4-11, Interior(1) 12-4-11 to 13-4-5, Exterior(2) 13-4-5 to 16-5-2, Interior(1) 16-5-2 to 31-7-5, Exterior(2) 31-7-5 to 32-8-12 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, 10. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T23 Truss Type PIGGYBACK BASE Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584963 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Ua7P1OrkiGCBv?9Tvs7FtmwA2sZyPucaY4zVA1yA_5r Scale = 1:76.5 1 2 3 4 5 6 7 12 11 10 9 8 13 1415 16 17 18 19 20 21 22 23 3x4 4x6 4x6 6x6 6x6 5x6 3x6 3x4 4x10 3x6 3x6 4x8 3x6 0-1-129-4-11 9-4-11 13-4-5 3-11-9 15-5-2 2-0-14 25-0-0 9-6-14 3-10-14 3-10-14 9-4-11 5-5-14 13-4-5 3-11-9 15-5-2 2-0-14 20-0-13 4-7-11 25-0-0 4-11-3 1-10-810-3-412-10-010-3-46-1-1212-10-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [4:0-3-2,0-2-0], [8:Edge,0-1-8], [9:0-2-8,0-1-8], [11:0-4-8,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.96 0.89 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.75 -0.44 (loc) 8-9 8-9 14 l/defl >773 >396 n/a L/d 240 180 n/a 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 No.2 *Except* 7-8,2-11,5-9,2-12: 2x3 SPF No.2, 1-12: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 5-7. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-11, 4-11, 5-9, 6-8, 2-12, 5-11 REACTIONS.(lb/size)12=1198/Mechanical, 14=1239/0-3-8 Max Horz 12=259(LC 6) Max Uplift 14=-58(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1033/143, 3-4=-587/155, 4-5=-786/163, 5-6=-763/96, 8-13=-102/1150, 7-13=-102/1150 BOT CHORD 11-12=-291/622, 9-11=-140/766, 8-9=-123/480 WEBS 3-11=-6/405, 4-11=-86/418, 6-9=-36/684, 6-8=-1072/157, 2-12=-959/53, 5-11=-592/74, 7-14=-1241/103 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-4-11, Exterior(2) 9-4-11 to 12-4-11, Interior(1) 12-4-11 to 13-4-5, Exterior(2) 13-4-5 to 15-5-2, Interior(1) 15-5-2 to 24-7-4 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) Bearing at joint(s) 14 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) 14. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T23A Truss Type PIGGYBACK BASE Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584964 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-ymhnEksMTZK2W8kgSZeUP_TObGyo8Fnknki2iUyA_5q Scale = 1:76.5 1 2 3 4 5 6 7 12 11 10 9 8 13 1415 16 17 18 19 20 21 22 23 24 3x4 4x6 4x6 6x6 6x6 5x6 3x8 3x4 4x10 3x4 3x4 4x8 3x6 3x6 0-1-129-4-11 9-4-11 13-4-5 3-11-9 14-5-2 1-0-14 25-0-0 10-6-14 3-10-14 3-10-14 9-4-11 5-5-14 13-4-5 3-11-9 14-5-2 1-0-14 19-6-13 5-1-11 25-0-0 5-5-3 1-10-811-5-412-10-011-5-46-1-1212-10-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [4:0-3-2,0-2-0], [8:Edge,0-1-12], [11:0-4-8,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.78 0.66 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.42 -0.81 -0.31 (loc) 8-9 8-9 14 l/defl >704 >368 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-11,2-12: 2x3 SPF No.2, 1-12: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 4-11, 5-9, 6-8, 2-12, 5-11 REACTIONS.(lb/size)12=1204/Mechanical, 14=1246/0-3-8 Max Horz 12=264(LC 6) Max Uplift 14=-78(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1039/126, 3-4=-593/144, 4-5=-769/166, 5-6=-713/100, 8-13=-103/1131, 7-13=-103/1131 BOT CHORD 11-12=-313/625, 9-11=-152/715, 8-9=-131/464 WEBS 3-11=0/414, 4-11=-103/455, 6-9=-47/610, 6-8=-1015/164, 2-12=-963/39, 5-11=-640/65, 7-14=-1248/117 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-4-11, Exterior(2) 9-4-11 to 12-4-11, Interior(1) 12-4-11 to 13-4-5, Exterior(2) 13-4-5 to 14-5-2, Interior(1) 14-5-2 to 24-6-12 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) Bearing at joint(s) 14 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) 14. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T23B Truss Type PIGGYBACK BASE Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584965 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-QyF9S3t?EtSv8IJs0H9jyB?a1gGFtltt0OSbFwyA_5p Scale = 1:75.6 1 2 3 4 5 6 11 10 9 8 7 12 1314 15 16 17 18 19 20 21 3x4 5x6 6x6 6x6 6x8 4x8 3x8 3x4 3x4 3x4 4x8 3x6 3x6 0-1-129-4-11 9-4-11 13-4-5 3-11-9 13-5-2 0-0-14 25-0-0 11-6-14 3-10-14 3-10-14 9-4-11 5-5-14 13-4-5 3-11-9 13-5-2 0-0-14 19-0-13 5-7-11 25-0-0 5-11-3 1-10-812-10-012-7-46-1-1212-10-014.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-15] 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-MS 0.74 0.77 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.58 -0.33 (loc) 7-8 10-11 13 l/defl >999 >513 n/a L/d 240 180 n/a PLATES MT20 Weight: 179 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-9: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-10,2-11: 2x3 SPF No.2, 1-11: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10, 4-10, 5-8, 5-7, 2-11, 4-8, 6-13 REACTIONS.(lb/size)11=1218/Mechanical, 13=1262/0-3-8 Max Horz 11=264(LC 6) Max Uplift 13=-94(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1059/107, 3-4=-611/131, 4-5=-691/111, 7-12=-103/1131, 6-12=-103/1131 BOT CHORD 10-11=-327/635, 8-10=-160/696, 7-8=-138/449 WEBS 3-10=0/473, 4-10=-381/25, 5-8=-52/564, 5-7=-987/166, 2-11=-991/13, 6-13=-1263/125 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-4-11, Exterior(2) 9-4-11 to 12-4-11, Interior(1) 12-4-11 to 24-6-12 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) Bearing at joint(s) 13 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) 13. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T23C Truss Type PIGGYBACK BASE Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584966 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-u9oXfPtd?BammSu2a_gyVPYmh3ezcC91E2B9nMyA_5o Scale = 1:75.5 1 2 3 4 5 10 9 8 7 6 11 1213 14 15 16 17 18 19 20 21 3x4 4x6 6x6 6x6 3x6 3x8 3x4 2x4 3x8 4x8 3x6 3x6 9-4-119-4-11 17-2-67-9-10 25-0-07-9-10 3-10-14 3-10-14 9-4-11 5-5-14 17-2-6 7-9-10 25-0-0 7-9-10 1-10-812-10-06-1-1212-10-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.68 0.68 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.52 -0.42 (loc) 9-10 9-10 12 l/defl >999 >571 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 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* 2-9,2-10: 2x3 SPF No.2, 1-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 9-10-14 oc bracing. WEBS 1 Row at midpt 2-9, 4-9, 2-10, 5-12 2 Rows at 1/3 pts 4-6 REACTIONS.(lb/size)10=1223/Mechanical, 12=1268/0-3-8 Max Horz 10=270(LC 6) Max Uplift 12=-96(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1071/107, 3-4=-612/132, 6-11=-92/1094, 5-11=-92/1094 BOT CHORD 9-10=-337/638, 7-9=-141/612, 6-7=-141/612 WEBS 3-9=0/351, 4-7=0/437, 4-6=-1127/138, 2-10=-1010/11, 5-12=-1270/129 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-4-11, Exterior(2) 9-4-11 to 13-7-10, Interior(1) 13-7-10 to 24-6-12 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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T24 Truss Type PIGGYBACK BASE Qty 3 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584967 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-u9oXfPtd?BammSu2a_gyVPYlY3cfcC01E2B9nMyA_5o Scale = 1:75.5 12 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 21 22 23 3x6 4x6 6x6 6x6 3x6 3x8 3x4 2x4 3x8 3x4 4x8 3x6 3x6 9-7-119-7-11 17-5-67-9-10 25-3-07-9-10 -0-11-0 0-11-0 4-1-15 4-1-15 9-7-11 5-5-13 17-5-6 7-9-10 25-3-0 7-9-10 1-7-012-10-06-1-1212-10-014.00 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.76 0.83 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.57 0.43 (loc) 11-12 11-12 14 l/defl >999 >522 n/a L/d 240 180 n/a 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* 4-11,4-12: 2x3 SPF No.2, 2-12: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 9-10-12 oc bracing. WEBS 1 Row at midpt 4-11, 6-11, 4-12, 7-14 2 Rows at 1/3 pts 6-8 REACTIONS.(lb/size)12=1299/0-3-8, 14=1280/0-3-8 Max Horz 12=285(LC 6) Max Uplift 14=-95(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-312/89, 4-5=-1093/108, 5-6=-627/133, 8-13=-92/1105, 7-13=-92/1105, 2-12=-345/104 BOT CHORD 11-12=-337/676, 9-11=-141/619, 8-9=-141/619 WEBS 5-11=0/365, 6-9=0/434, 6-8=-1139/138, 4-12=-958/0, 7-14=-1281/129 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 9-7-11, Exterior(2) 9-7-11 to 13-10-10, Interior(1) 13-10-10 to 24-9-12 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) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T25 Truss Type ROOF SPECIAL Qty 4 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584968 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-MLMwtluFmUidNcSF8iCB1c5zDT?jLmSAThxiJoyA_5n Scale = 1:75.9 12 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 4x6 3x4 6x10 6x10 3x4 2x4 2x4 5x6 5x6 5-5-85-5-8 13-6-08-0-8 18-11-85-5-8 -0-11-0 0-11-0 5-5-8 5-5-8 9-5-12 4-0-4 13-6-0 4-0-4 18-11-8 5-5-8 19-10-8 0-11-0 1-7-411-10-01-7-43-5-1412.95 12 8.38 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [6:0-2-8,0-1-8] 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-MS 0.50 0.58 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.63 0.23 (loc) 9-10 9-10 8 l/defl >698 >353 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=888/0-5-8, 8=888/0-5-8 Max Horz 11=-252(LC 7) Max Uplift 11=-15(LC 9), 8=-15(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1499/8, 3-4=-1482/234, 4-5=-1482/227, 5-6=-1499/0, 2-11=-903/104, 6-8=-903/129 BOT CHORD 10-11=-304/362, 9-10=-74/483 WEBS 4-9=-139/1021, 5-9=-302/256, 4-10=-160/1021, 3-10=-302/255, 2-10=0/924, 6-9=0/924 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 9-5-12, Exterior(2) 9-5-12 to 12-5-12, Interior(1) 12-5-12 to 19-10-8 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) Bearing at joint(s) 11, 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) 11, 8. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T26 Truss Type ROOF SPECIAL Qty 3 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584969 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-qXwI45vtXoqU?m1RhPjQaqd8ztLy4CfKiLgGrFyA_5m Scale = 1:75.9 12 3 4 5 6 10 9 8 7 11 12 13 14 15 16 4x6 5x6 3x4 6x10 6x10 3x4 2x4 2x4 5x6 5-5-85-5-8 13-6-08-0-8 18-11-85-5-8 -0-11-0 0-11-0 5-5-8 5-5-8 9-5-12 4-0-4 13-6-0 4-0-4 18-11-8 5-5-8 1-7-411-10-01-7-43-5-1412.95 12 8.38 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [6:0-3-8,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-MS 0.50 0.58 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.64 0.23 (loc) 8-9 8-9 7 l/defl >697 >353 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=890/0-5-8, 7=823/0-5-8 Max Horz 10=244(LC 8) Max Uplift 10=-14(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1503/77, 3-4=-1487/303, 4-5=-1502/303, 5-6=-1505/70, 2-10=-905/137, 6-7=-828/101 BOT CHORD 9-10=-294/346, 8-9=-62/485 WEBS 4-8=-203/1042, 5-8=-320/267, 4-9=-218/1023, 3-9=-303/254, 2-9=0/927, 6-8=0/951 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 9-5-12, Exterior(2) 9-5-12 to 12-5-12, Interior(1) 12-5-12 to 18-9-12 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) Bearing at joint(s) 10, 7 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. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T27 Truss Type ROOF SPECIAL Qty 2 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584970 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-IjUgIRwVI6yLdwcdF7Ef61AKOHgFpgRTw?QpOhyA_5l Scale = 1:74.1 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 18 5x8 4x8 4x6 6x10 6x10 3x4 2x4 2x4 3x4 3x6 5-0-05-0-0 13-0-88-0-8 18-6-05-5-8 5-0-0 5-0-0 9-0-4 4-0-4 13-0-8 4-0-4 18-6-0 5-5-8 1-2-142-0-211-10-00-10-51-7-43-5-1412.95 12 8.38 12 Plate Offsets (X,Y)-- [1:Edge,0-1-6], [3:Edge,0-2-0], [5:0-2-12,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.40 0.58 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.62 0.19 (loc) 7-8 7-8 6 l/defl >706 >355 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-11,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=808/0-5-8, 12=790/0-1-8 Max Horz 12=218(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1394/48, 2-3=-1403/266, 3-4=-1471/292, 4-5=-1473/59, 5-6=-813/96 BOT CHORD 8-9=-162/284, 7-8=-54/468 WEBS 2-8=-292/244, 3-8=-179/937, 3-7=-200/1033, 4-7=-320/267, 5-7=0/928, 1-8=0/722, 1-12=-817/44 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-12 to 3-4-12, Interior(1) 3-4-12 to 9-0-4, Exterior(2) 9-0-4 to 12-0-4, Interior(1) 12-0-4 to 18-4-4 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) Bearing at joint(s) 6, 12 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) 12. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T28 Truss Type ROOF SPECIAL Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584971 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-IjUgIRwVI6yLdwcdF7Ef61AN4HhLpgqTw?QpOhyA_5l Scale = 1:70.1 1 2 3 4 5 11 10 9 8 7 6 12 1314 15 16 17 18 19 20 5x8 4x6 5x8 6x10 6x10 2x4 2x4 3x4 3x4 3x6 3x6 0-0-10-0-1 5-0-04-11-15 13-0-88-0-8 18-0-85-0-0 5-0-0 5-0-0 9-0-4 4-0-4 13-0-8 4-0-4 18-0-8 5-0-0 1-2-152-0-111-8-140-9-51-2-130-10-62-0-23-4-1312.95 12 8.38 12 Plate Offsets (X,Y)-- [1:Edge,0-1-6], [5:Edge,0-1-6] 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-MS 0.23 0.57 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.60 0.16 (loc) 8-9 8-9 15 l/defl >719 >359 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-12,5-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=773/0-1-8, 15=773/0-1-8 Max Horz 14=186(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1358/54, 2-3=-1366/272, 3-4=-1367/270, 4-5=-1359/60 BOT CHORD 9-10=-131/268, 8-9=-16/449, 7-8=-46/259 WEBS 3-8=-173/926, 4-8=-292/244, 3-9=-187/924, 2-9=-292/244, 1-9=0/704, 5-8=0/701, 1-14=-799/43, 5-15=-800/37 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-12 to 3-4-12, Interior(1) 3-4-12 to 9-0-4, Exterior(2) 9-0-4 to 12-0-4, Interior(1) 12-0-4 to 17-7-12 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) Bearing at joint(s) 14, 15 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) 14, 15. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T29 Truss Type MONOPITCH Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584972 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-nw22Vnw73P4CE3BppqlufFjVhh52Y5sc9f9Mw7yA_5k Scale = 1:68.2 1 2 3 4 8 7 6 5 4x6 4x6 2x4 5x6 5x6 2x4 2x4 4x6 0-5-80-5-8 3-0-62-6-14 4-1-21-0-13 6-8-02-6-14 7-1-80-5-8 3-0-6 3-0-6 4-1-2 1-0-13 7-1-8 3-0-6 2-9-811-1-43-0-014.00 12 14.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [5:Edge,0-0-9] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.43 0.28 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 0.05 -0.11 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF No.2, 1-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-3-11 oc bracing. WEBS 1 Row at midpt 4-5, 4-6 REACTIONS.(lb/size)5=273/0-5-8, 8=273/0-5-8 Max Horz 8=297(LC 6) Max Uplift 5=-212(LC 6), 8=-35(LC 7) Max Grav 5=280(LC 7), 8=295(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-288/128, 3-4=-285/336, 4-5=-297/610 BOT CHORD 7-8=-800/301, 6-7=-451/207 WEBS 2-7=-407/197, 3-6=-311/658, 4-6=-922/468 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-8, Interior(1) 3-1-8 to 6-11-12 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) 5, 8 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) 8 except (jt=lb) 5=212. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T30 Truss Type HALF HIP Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584973 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-F6cQi7xlqjC3sDm0NXG7CSFf?4TtHZamOJvwSayA_5j Scale = 1:62.9 1 2 3 4 5 9 8 7 6 10 4x6 3x6 2x4 5x6 4x6 2x4 2x4 6x6 3x6 0-1-120-5-8 0-5-8 3-0-6 2-6-14 4-1-2 1-0-13 6-8-0 2-6-14 7-1-8 0-5-8 3-0-6 3-0-6 4-1-2 1-0-13 6-2-7 2-1-5 7-1-8 0-11-1 2-9-89-10-1010-0-69-10-103-0-06-10-1014.00 12 14.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [4:0-2-12,Edge], [6:0-5-13,Edge], [7:0-3-0,0-2-2], [8:0-2-8,0-2-8] 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-MS 0.45 0.18 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 0.06 -0.16 (loc) 8 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x6 SPF No.2, 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 Structural wood sheathing directly applied or 6-7-7 oc bracing. WEBS 1 Row at midpt 5-6, 4-7 REACTIONS.(lb/size)9=270/0-5-8, 6=270/0-5-8 Max Horz 9=266(LC 8) Max Uplift 9=-18(LC 5), 6=-178(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-283/172, 3-4=-289/444, 5-6=-265/555 BOT CHORD 8-9=-731/274, 7-8=-433/195 WEBS 2-8=-393/198, 3-7=-346/743, 4-7=-968/476 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-8, Interior(1) 3-1-8 to 6-2-7, Exterior(2) 6-2-7 to 6-10-12 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. 6) Bearing at joint(s) 9, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 6=178. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T31 Truss Type HALF HIP Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584974 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-F6cQi7xlqjC3sDm0NXG7CSFfT4SrHX8mOJvwSayA_5j Scale = 1:55.7 1 2 3 4 5 9 8 7 6 104x6 6x6 2x4 6x6 2x4 2x4 5x6 5x6 5x6 0-1-120-5-8 0-5-8 3-0-6 2-6-14 4-1-2 1-0-13 5-2-7 1-1-5 6-8-0 1-5-9 7-1-8 0-5-8 3-0-63-0-6 4-1-21-0-13 5-2-71-1-5 6-8-01-5-9 6-11-0 0-3-07-1-8 0-2-8 2-9-88-8-108-10-68-8-103-0-05-8-1014.00 12 14.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [4:0-2-11,Edge], [7:0-2-8,0-3-4], [8:0-2-8,0-3-8] 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-MS 0.49 0.25 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 0.06 -0.13 (loc) 8-9 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-8: 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 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 Structural wood sheathing directly applied or 6-9-5 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS.(lb/size)9=275/0-5-8, 6=275/0-5-8 Max Horz 9=238(LC 8) Max Uplift 9=-3(LC 5), 6=-148(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-283/203, 3-4=-202/261, 5-6=-256/465 BOT CHORD 8-9=-659/245, 7-8=-396/205 WEBS 2-8=-255/211, 3-7=-122/318, 5-7=-638/307 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-8, Interior(1) 3-1-8 to 5-2-7, Exterior(2) 5-2-7 to 7-0-4 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. 6) Bearing at joint(s) 9, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 6=148. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T32 Truss Type HALF HIP Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584975 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-jIApwTyOb1KwUNLCwFnMkgosDUov01IvdzeT_0yA_5i Scale = 1:49.3 1 2 3 4 5 9 8 7 6 4x6 6x8 2x4 5x6 2x4 5x6 4x6 3x4 0-1-120-5-8 0-5-8 3-0-6 2-6-14 4-1-2 1-0-13 6-8-0 2-6-14 7-1-8 0-5-8 3-0-6 3-0-6 4-1-2 1-0-13 4-2-7 0-1-5 7-1-8 2-11-1 2-9-87-6-107-8-67-6-103-0-04-6-1014.00 12 14.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [3:0-1-4,0-1-7], [4:0-5-4,0-2-0], [4:0-0-0,0-1-12], [7:0-2-8,0-3-4], [8:0-2-8,0-3-4] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.36 0.20 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.04 -0.08 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-8: 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 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 Structural wood sheathing directly applied or 7-5-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS.(lb/size)9=275/0-5-8, 6=275/0-5-8 Max Horz 9=206(LC 8) Max Uplift 6=-119(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-292/243, 5-6=-257/391 BOT CHORD 8-9=-571/215, 7-8=-367/194 WEBS 5-7=-506/247 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-8, Interior(1) 3-1-8 to 4-2-7, Exterior(2) 4-2-7 to 7-0-4 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. 6) Bearing at joint(s) 9, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=119. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T33 Truss Type HALF HIP Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584976 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-BVjB7pz0MKSn5XwOUyJbHtL2UuANlWG3rdO0XSyA_5h Scale = 1:41.3 12 3 4 8 7 6 5 9 2x4 3x4 5x6 5x6 4x6 3x6 4x6 3x4 0-1-120-5-8 0-5-8 3-0-6 2-6-14 4-1-2 1-0-13 6-8-0 2-6-14 7-1-8 0-5-8 3-0-6 3-0-6 3-2-7 0-2-2 7-1-8 3-11-1 2-9-86-4-106-6-66-4-103-0-03-4-1014.00 12 14.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-0], [6:0-3-0,0-3-4], [7:0-4-4,0-3-4], [8:0-3-13,0-0-8] 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-MS 0.26 0.12 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.02 (loc) 5-6 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-7: 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud, 1-8: 2x6 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.): 3-4. BOT CHORD Structural wood sheathing directly applied or 9-5-7 oc bracing. REACTIONS.(lb/size)5=272/0-5-8, 8=272/0-5-8 Max Horz 8=156(LC 8) Max Uplift 5=-82(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-284/262, 4-5=-246/276 BOT CHORD 7-8=-391/128, 6-7=-349/172 WEBS 4-6=-325/199, 3-7=-267/128 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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. 6) Bearing at joint(s) 5, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T34 Truss Type HALF HIP Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584977 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-BVjB7pz0MKSn5XwOUyJbHtL3MuAilXs3rdO0XSyA_5h Scale = 1:37.7 1 2 3 4 5 9 8 7 6 10 3x6 3x4 2x4 2x4 5x6 5x6 2x4 3x4 2x4 0-1-120-5-8 0-5-8 3-0-6 2-6-14 4-1-2 1-0-13 6-8-0 2-6-14 7-1-8 0-5-8 2-2-7 2-2-7 3-0-6 0-9-14 4-1-2 1-0-13 7-1-8 3-0-6 2-9-85-2-105-4-65-2-103-0-02-2-1014.00 12 14.00 12 Plate Offsets (X,Y)-- [2:0-2-5,0-1-8], [7:0-2-8,0-2-8], [8:0-2-8,0-2-8] 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-MS 0.21 0.10 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.07 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 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.): 2-5. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=275/0-5-8, 9=275/0-5-8 Max Horz 9=141(LC 8) Max Uplift 6=-71(LC 6), 9=-5(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-350/299 BOT CHORD 8-9=-360/162, 7-8=-335/220 WEBS 5-7=-329/251, 3-8=-273/166 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 6-5-6, Interior(1) 6-5-6 to 7-0-4 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. 6) Bearing at joint(s) 6, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 9. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss T35 Truss Type HALF HIP Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584978 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-fhHZL8ze7eaejhVb2gqqp5t5GISTU?nC4H7a3uyA_5g Scale = 1:27.4 1 2 3 4 5 10 9 8 7 6 11 3x4 5x6 2x4 3x4 3x4 5x8 5x6 2x4 2x4 2x4 0-1-120-5-8 0-5-8 1-2-7 0-8-15 3-0-6 1-9-14 4-1-2 1-0-13 6-8-0 2-6-14 7-1-8 0-5-8 1-2-7 1-2-7 3-0-6 1-9-14 4-1-2 1-0-13 7-1-8 3-0-6 2-9-84-0-104-2-64-0-103-0-01-0-1014.00 12 14.00 12 Plate Offsets (X,Y)-- [2:0-4-8,Edge], [7:0-3-0,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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.77 0.38 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.26 -0.40 0.89 (loc) 7 7 6 l/defl >323 >206 n/a L/d 240 180 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 2x3 SPF No.2 *Except* 1-10: 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.): 2-5. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=275/0-5-8, 10=275/0-5-8 Max Horz 10=108(LC 8) Max Uplift 6=-52(LC 6), 10=-17(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 8-9=-287/182 WEBS 3-8=-406/230 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 7-0-4 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. 6) Bearing at joint(s) 6, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 10. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 5 Heritage at Spring Mill Job Reference (optional) I39584979 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-7trxYU_GuyiULr4ncNL3MIQPnijrDGpMJxt7bLyA_5f Scale = 1:24.9 1 2 3 4 5 61516 17 18 19 5x12 4x6 4x6 5x12 4x6 3x12 4-9-84-9-8 9-7-04-9-8 4-9-8 4-9-8 9-7-0 4-9-8 1-0-03-9-91-0-07.00 12 Plate Offsets (X,Y)-- [1:0-5-8,Edge], [5:0-7-15,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-MS 0.21 0.63 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.08 0.01 (loc) 6-13 6-13 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=3119/0-3-8, 5=3351/0-3-8 Max Horz 1=-45(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3084/0, 3-5=-3017/0 BOT CHORD 1-6=0/2606, 5-6=0/2606 WEBS 3-6=0/2832 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 0-6-0 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 800 lb down at 0-8-4, 1184 lb down at 2-8-4, 70 lb down and 68 lb up at 3-9-8, 1192 lb down at 4-8-4, 70 lb down and 68 lb up at 5-9-8, and 1202 lb down at 6-8-4, and 1209 lb down at 8-8-4 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, 7-11=-20 Concentrated Loads (lb) Vert: 6=-1192(F) 9=-800(F) 15=-1184(F) 16=-58 17=-58 18=-1202(F) 19=-1209(F) December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss TG02 Truss Type HALF HIP GIRDER Qty 2 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584980 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-b4PJmq?ueFqLy_ez95sIvWzbM5CMyvtVXbdh7nyA_5e Scale = 1:19.0 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 3x4 2x4 0-1-121-4-6 1-4-6 2-6-0 1-1-10 -0-11-0 0-11-0 1-4-6 1-4-6 2-6-0 1-1-10 1-7-03-0-63-2-22-6-140-5-83-0-614.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-2-0] 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-MR 0.16 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 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 Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=165/0-3-8, 5=78/0-1-8 Max Horz 7=86(LC 4) Max Uplift 7=-9(LC 7), 5=-56(LC 4) Max Grav 7=165(LC 1), 5=82(LC 15) 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 24 lb up at 2-4-4 on top chord, and 8 lb down and 5 lb up at 1-4-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 4=-8(B) 6=5(B) December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss TG03 Truss Type GABLE Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584981 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-3GzizA0WPZzCa8DAjoNYRjVc4VL?hCIemFMEgDyA_5d Scale = 1:75.0 Sheet Front Left Option 9-4-0 1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 10 11 16 15 14 13 12 19 20 1718 46 47 48 49 50 51 52 53 3x6 4x6 6x6 3x6 4x6 12x20 4x6 3x6 4x6 3x6 6x8 4x8 3x6 3x8 2x4 2x4 3x8 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 3-4-09-4-0 9-4-0 9-7-11 0-3-11 13-7-5 3-11-9 23-3-0 9-7-11 -0-11-0 0-11-0 4-3-0 4-3-0 4-3-3 0-0-3 9-7-11 5-4-9 13-7-5 3-11-9 16-11-10 3-4-6 18-11-13 2-0-3 23-3-0 4-3-3 24-2-0 0-11-0 1-7-012-10-01-7-012-10-014.00 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [6:0-3-0,0-1-8], [14:0-5-8,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-MS 0.80 0.84 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.36 0.02 (loc) 14-16 14-16 12 l/defl >999 >769 n/a L/d 240 180 n/a PLATES MT20 Weight: 404 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-14,6-14,6-13,2-16,10-12: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 27-28: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 8-12 JOINTS 1 Brace at Jt(s): 17, 18, 19, 20 REACTIONS.(lb/size)16=1734/0-3-8, 12=1441/0-3-8 Max Horz 16=-278(LC 5) Max Uplift 16=-98(LC 7), 12=-4(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-548/156, 4-5=-1394/134, 5-6=-831/140, 6-7=-1154/114, 7-8=-1239/72, 8-10=-408/142, 2-16=-529/141, 10-12=-433/140 BOT CHORD 14-16=-77/892, 13-14=0/771, 12-13=0/763 WEBS 14-20=-28/686, 5-20=-28/686, 6-14=-122/480, 16-18=-1041/0, 4-18=-1015/0, 8-12=-1020/0 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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) 16, 12. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 28 lb up at 1-6-0, 122 lb down and 30 lb up at 1-7-9, 122 lb down and 30 lb up at 3-7-9, 122 lb down and 30 lb up at 5-7-9, 122 lb down and 30 lb up at 7-7-9, and 122 lb down and 30 lb up at 9-7-9, and 457 lb down at 10-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss TG03 Truss Type GABLE Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584981 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:34 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-3GzizA0WPZzCa8DAjoNYRjVc4VL?hCIemFMEgDyA_5d LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 6-10=-60, 10-11=-60, 16-52=-20, 52-53=-60, 12-53=-20 Concentrated Loads (lb) Vert: 14=-122 47=-139(F=-18) 48=-122 49=-122 50=-122 51=-457(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss TG04 Truss Type HIP GIRDER Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584982 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-YSX4AW18At53CIoMHWun_x2qcvmGQn9o?v6nCgyA_5c Scale: 3/8"=1' 1 2 3 4 5 6 7 8 11 10 9 20 21 22 23 24 25 5x8 4x8 5x12 4x6 4x6 2x4 3x6 5x12 4x6 0-1-05-0-0 5-0-0 12-4-0 7-4-0 17-4-0 5-0-0 -0-11-0 0-11-0 5-0-0 5-0-0 12-4-0 7-4-0 17-4-0 5-0-0 18-3-0 0-11-0 1-0-03-10-03-11-01-0-03-10-07.00 12 Plate Offsets (X,Y)-- [2:0-7-15,Edge], [4:0-1-12,0-2-8], [5:0-4-0,0-1-11], [7:0-7-15,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-MS 0.62 0.52 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.18 -0.17 0.03 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, except 2-0-0 oc purlins (5-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 8-5-2 oc bracing. REACTIONS.(lb/size)2=854/0-3-8, 7=855/0-3-8 Max Horz 2=-54(LC 5) Max Uplift 2=-455(LC 7), 7=-460(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1084/775, 4-5=-898/700, 5-7=-1084/783 BOT CHORD 2-11=-624/890, 9-11=-638/897, 7-9=-619/891 WEBS 4-11=-346/404, 5-9=-353/407 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) except (jt=lb) 2=455, 7=460. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 61 lb up at 3-0-12, 126 lb down and 154 lb up at 5-0-12, 126 lb down and 154 lb up at 7-0-12, 126 lb down and 154 lb up at 8-8-0, 126 lb down and 154 lb up at 10-3-4, and 126 lb down and 154 lb up at 12-3-4, and 42 lb down and 61 lb up at 14-3-4 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: 1-4=-60, 4-5=-60, 5-8=-60, 12-16=-20 Concentrated Loads (lb) Vert: 10=-32 11=-32 9=-32 22=-26 23=-32 24=-32 25=-26 December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss TG05 Truss Type FLAT GIRDER Qty 1 Ply 2 5 Heritage at Spring Mill Job Reference (optional) I39584983 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-YSX4AW18At53CIoMHWun_x2lfvoJQado?v6nCgyA_5c Scale = 1:24.5 1 2 3 6 5 4 7 8 9 10 3x6 3x6 4x6 2x4 4x6 3x12 7-2-07-2-0 14-4-07-2-0 7-2-0 7-2-0 14-4-0 7-2-0 3-0-0LOADING (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-MS 0.94 0.39 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.03 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=1966/Mechanical, 4=1966/0-5-8 Max Horz 6=-68(LC 7) Max Uplift 6=-156(LC 5), 4=-156(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-769/138, 3-4=-769/138 BOT CHORD 5-6=-379/3085, 4-5=-379/3085 WEBS 2-6=-3098/355, 2-5=0/257, 2-4=-3098/353 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-2-4 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 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=156, 4=156. 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: 1-3=-260, 4-6=-20 December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss TG06 Truss Type HIP GIRDER Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584984 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-0f5SOs1nxADwpSNYrDP0W8b1mJBw9BAxEZrLk6yA_5b Scale = 1:29.3 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 3x6 4x10 4x8 3x6 2x4 2x4 3x6 3x8 3-11-23-11-2 10-6-66-7-3 14-11-84-5-2 3-11-2 3-11-2 10-6-6 6-7-3 14-11-8 4-5-2 2-6-94-9-14-10-12-3-14-9-17.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-4], [3:0-4-0,0-1-11] 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-MS 0.47 0.24 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.06 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 72 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 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=838/0-3-8, 5=821/0-3-8 Max Horz 8=-93(LC 5) Max Uplift 8=-320(LC 7), 5=-298(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-737/332, 2-3=-643/323, 3-4=-795/347, 1-8=-765/308, 4-5=-746/292 BOT CHORD 6-7=-293/601 WEBS 1-7=-306/671, 4-6=-301/666 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) except (jt=lb) 8=320, 5=298. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 lb down and 61 lb up at 1-2-12, 87 lb down and 95 lb up at 3-2-12, 100 lb down and 107 lb up at 5-2-12, 100 lb down and 107 lb up at 7-2-12, 100 lb down and 107 lb up at 9-2-12, and 87 lb down and 95 lb up at 11-2-12, and 69 lb down and 61 lb up at 13-2-12 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: 1-2=-60, 2-3=-60, 3-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 9=-69 10=-69 11=-69 12=-69 13=-69 14=-69 15=-69 December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss V01 Truss Type Valley Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584985 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-UrfqbC2PiULnRcykOwxF3M7ErjX7ujR5SDbuGYyA_5a Scale = 1:27.0 1 2 3 4 5 6 7 8 2x4 3x4 2x4 2x4 0-0-40-0-4 7-1-127-1-8 3-7-8 3-7-8 7-1-12 3-6-4 0-0-43-10-150-0-412.95 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 0.38 0.24 0.05 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 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=165/7-2-9, 3=165/7-2-9, 4=212/7-2-9 Max Horz 1=-69(LC 7) Max Uplift 1=-17(LC 9), 3=-17(LC 9) Max Grav 1=165(LC 1), 3=165(LC 1), 4=212(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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 3-7-8, Exterior(2) 3-7-8 to 6-7-8, Interior(1) 6-7-8 to 7-0-3 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. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss V02 Truss Type Valley Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584986 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-UrfqbC2PiULnRcykOwxF3M7H2jUzuj85SDbuGYyA_5a Scale = 1:19.8 1 2 3 2x4 2x4 2x4 0-0-40-0-4 5-1-15-0-14 2-6-9 2-6-9 5-1-1 2-6-9 0-0-42-8-150-0-412.95 12 Plate Offsets (X,Y)-- [2:Edge,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-P 0.18 0.44 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 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=185/5-0-10, 3=185/5-0-10 Max Horz 1=47(LC 8) 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss V03 Truss Type Valley Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584987 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-y1CCpY31ToTe3mXxyeSUbZgUo6v6dAOEhtKSp_yA_5Z Scale = 1:10.7 1 2 3 2x4 2x4 2x4 0-0-40-0-4 2-11-22-10-14 1-5-9 1-5-9 2-11-2 1-5-9 0-0-41-6-150-0-412.95 12 Plate Offsets (X,Y)-- [2:Edge,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-P 0.05 0.13 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 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-2 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=98/2-10-11, 3=98/2-10-11 Max Horz 1=25(LC 8) 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss V05 Truss Type Valley Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584988 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-y1CCpY31ToTe3mXxyeSUbZgSr6vOdAOEhtKSp_yA_5Z Scale = 1:11.0 1 2 3 2x4 2x4 2x4 2-9-9 2-9-9 0-0-41-7-97.00 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 0.17 0.11 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 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=92/2-9-2, 3=92/2-9-2 Max Horz 1=38(LC 6) Max Uplift 3=-2(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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss V06 Truss Type Valley Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584989 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-QEmb0t4fE5bVgv67WLzj8nCUMW1jMdeNwX4?LRyA_5Y Scale = 1:25.0 1 2 3 4 5 2x4 2x4 2x4 7-4-7 7-4-7 0-0-44-3-97.00 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 0.77 0.93 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: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied. REACTIONS.(lb/size)1=269/7-4-0, 3=269/7-4-0 Max Horz 1=109(LC 8) Max Uplift 3=-6(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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 7-3-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss V07 Truss Type Valley Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584990 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-QEmb0t4fE5bVgv67WLzj8nCa7WC6MdeNwX4?LRyA_5Y Scale = 1:13.5 1 2 3 2x4 2x4 2x4 3-8-0 3-8-0 0-0-42-1-117.00 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 0.33 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: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=127/3-7-10, 3=127/3-7-10 Max Horz 1=52(LC 8) Max Uplift 3=-3(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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss V08 Truss Type Valley Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584991 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-uQKzED4H?PjMI3hJ43Uyh_lkiwWQ54uX8BpYttyA_5X Scale: 1/2"=1' 1 2 3 5 4 6 3x6 3x6 3x4 2x4 -0-11-0 0-11-0 4-9-0 4-9-0 1-4-154-2-37.00 12 Plate Offsets (X,Y)-- [2:0-2-14,Edge], [3:0-2-10,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-R 0.34 0.33 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 2 2 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=250/4-9-0, 4=175/4-9-0 Max Horz 5=113(LC 8) Max Uplift 5=-12(LC 9), 4=-30(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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss V09 Truss Type Valley Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584992 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-uQKzED4H?PjMI3hJ43Uyh_llWwZl54uX8BpYttyA_5X Scale = 1:13.0 1 2 3 2x4 2x4 2x4 3-5-9 3-5-9 0-0-42-0-47.00 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 0.29 0.18 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: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=119/3-5-3, 3=119/3-5-3 Max Horz 1=48(LC 6) Max Uplift 3=-3(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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss V10 Truss Type VALLEY Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584993 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-McuLRZ5vmjrDwDGWdm?BDCIwqKucqX7gNrZ6QJyA_5W Scale = 1:25.6 1 2 3 4 5 7 6 2x4 5x6 3x4 5x6 2x4 3-0-03-0-0 -0-11-0 0-11-0 1-6-0 1-6-0 3-0-0 1-6-0 3-11-0 0-11-0 2-8-104-5-102-8-1014.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-13], [3:0-0-0,0-0-0], [4:0-0-0,0-3-13] 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-R 0.32 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 -0.00 (loc) 4 5 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=173/3-0-0, 6=173/3-0-0 Max Horz 7=-122(LC 7) Max Uplift 7=-32(LC 5), 6=-32(LC 6) 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) 7, 6. THIS COMPONENT IS TO BE USED INCONJUNCTION WITH A RIGID DIAPHRAGM.THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss V11 Truss Type VALLEY Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584994 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-qoSjev6YX0z4YNriBUWQmPq6VkGSZ_NqcVIfymyA_5V Scale = 1:19.6 1 2 3 4 5 7 6 2x4 3x4 2x4 2x4 3x4 3-0-03-0-0 -0-11-0 0-11-0 1-6-0 1-6-0 3-0-0 1-6-0 3-11-0 0-11-0 1-6-103-3-101-6-1014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-12], [3:Edge,0-1-8], [4:Edge,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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=173/3-0-0, 6=173/3-0-0 Max Horz 7=-92(LC 7) Max Uplift 7=-22(LC 9), 6=-22(LC 9) 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) 7, 6. THIS COMPONENT IS TO BE USED INCONJUNCTION WITH A RIGID DIAPHRAGM.THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss V12 Truss Type Valley Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584995 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-qoSjev6YX0z4YNriBUWQmPq5CkFHZyGqcVIfymyA_5V Scale = 1:40.8 1 2 3 4 7 6 5 8 9 3x4 3x4 2x4 2x4 2x4 2x4 2x4 12-5-6 12-5-6 0-0-47-3-27.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.28 0.17 0.14 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: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-4-15. (lb) - Max Horz 1=192(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=440(LC 1), 7=336(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-262/92 WEBS 3-6=-258/123, 2-7=-257/109 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 12-4-2 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6, 7. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss V13 Truss Type Valley Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584996 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-J?05sF7AIK5x9XPulB1fIdNCm7YDIQdzr92CUCyA_5U Scale = 1:28.4 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 8-5-6 8-5-6 0-0-44-11-27.00 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 0.55 0.32 0.06 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: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=123/8-4-15, 4=115/8-4-15, 5=397/8-4-15 Max Horz 1=129(LC 6) Max Uplift 4=-13(LC 6), 5=-34(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-298/141 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 8-4-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss V14 Truss Type Valley Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584997 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-J?05sF7AIK5x9XPulB1fIdNCE7ZIIRdzr92CUCyA_5U Scale = 1:15.8 1 2 3 4 2x4 2x4 2x4 4-5-6 4-5-6 0-0-42-7-27.00 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 0.52 0.32 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=158/4-4-15, 3=158/4-4-15 Max Horz 1=64(LC 6) Max Uplift 3=-3(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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 4-4-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss V15 Truss Type Valley Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584998 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-nBaU3b8o3dDnnh_5JvZurqwSsXyV1ut73pnm0eyA_5T Scale = 1:11.6 1 2 3 2x4 2x4 2x4 2-11-13 2-11-13 0-0-41-8-147.00 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 0.20 0.13 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 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=99/2-11-6, 3=99/2-11-6 Max Horz 1=41(LC 6) Max Uplift 3=-2(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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss V16 Truss Type Valley Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39584999 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-nBaU3b8o3dDnnh_5JvZurqwUgXw71ut73pnm0eyA_5T Scale = 1:13.5 1 2 3 2x4 2x4 2x4 3-7-113-7-11 3-7-150-0-3 1-9-15 1-9-15 3-7-15 1-9-15 0-0-42-1-100-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,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-P 0.09 0.21 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: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-15 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=128/3-7-8, 3=128/3-7-8 Max Horz 1=-37(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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss V17 Truss Type Valley Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39585000 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-FN7sHx8QqxLePqZHsc47O2ScwxGimL7GITXJZ4yA_5S Scale = 1:13.3 1 2 3 2x4 2x4 2x4 3-6-14 3-6-14 0-0-42-1-07.00 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 0.31 0.19 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: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=123/3-6-7, 3=123/3-6-7 Max Horz 1=50(LC 8) Max Uplift 3=-3(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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss V18 Truss Type Valley Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39585001 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-FN7sHx8QqxLePqZHsc47O2SaqxEbmLJGITXJZ4yA_5S Scale = 1:25.7 1 2 3 5 4 6 2x4 2x4 2x4 2x4 2x4 7-6-14 7-6-14 0-0-44-5-07.00 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 0.26 0.05 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: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=86/7-6-7, 4=123/7-6-7, 5=356/7-6-7 Max Horz 1=115(LC 6) Max Uplift 4=-11(LC 6), 5=-31(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-267/132 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-13 to 3-6-14, Interior(1) 3-6-14 to 7-5-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss V19 Truss Type Valley Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39585002 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-jahEUH92bFTV0_8TQJbMwF?rKLeRUoNPX7Gt5XyA_5R Scale = 1:7.6 1 2 3 2x4 2x4 2x4 0-0-30-0-3 1-7-151-7-11 0-9-15 0-9-15 1-7-15 0-9-15 0-0-40-11-100-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,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-P 0.01 0.03 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 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-15 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=48/1-7-8, 3=48/1-7-8 Max Horz 1=-14(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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss V20 Truss Type VALLEY Qty 2 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39585003 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-BmFcidAgLYbMe8jf_16bTTYrBlrRDE8Zlm0QdzyA_5Q Scale = 1:28.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 4 3 7 5 8 6 9 11 10 12 5x8 5x8 5x8 5x8 0-6-04-0-02-0-0 2-11-02-11-0 2-11-0 2-11-0 5-0-5Plate Offsets (X,Y)-- [1:0-0-0,0-1-4], [2:0-0-0,0-1-4], [3:0-0-0,0-1-4], [4:0-0-0,0-1-4], [5:0-1-4,0-0-0], [6:0-1-4,0-0-0], [7:0-1-4,0-0-0], [8:0-1-4,0-0-0], [9:0-0-0,0-1-4], [10:0-0-0 ,0-1-4], [11:0-0-0,0-1-4], [12:0-0-0,0-1-4] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.71 0.62 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: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 1, 2, 9, 10, 11, 12 REACTIONS.(lb/size)4=108/2-11-0, 3=108/2-11-0 Max Horz 4=-125(LC 7) Max Uplift 4=-119(LC 5), 3=-119(LC 6) Max Grav 4=144(LC 8), 3=144(LC 7) 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) 4=119, 3=119. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss V21 Truss Type VALLEY Qty 2 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39585004 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-BmFcidAgLYbMe8jf_16bTTYyilxJDEcZlm0QdzyA_5Q Scale = 1:27.9 1 2 3 4 5 7 6 3x4 3x6 3x4 3x6 3x4 2-11-02-11-0 -0-6-0 0-6-0 1-6-0 1-6-0 2-11-0 1-5-0 3-5-0 0-6-0 3-1-154-10-153-3-214.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-0-0], [6:Edge,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-R 0.29 0.25 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=145/2-11-0, 6=145/2-11-0 Max Horz 7=125(LC 8) Max Uplift 7=-48(LC 5), 6=-50(LC 6) 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) 7, 6. THIS COMPONENT IS TO BE USED INCONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss V22 Truss Type VALLEY Qty 2 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39585005 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-fyp_vyBI6sjDGIIsYkdq?g4Ag8JEyhsi_Qlz9PyA_5P Scale: 3/4"=1' 1 2 3 4 5 7 6 2x4 2x4 2x4 2x4 2x4 2-11-02-11-0 -0-6-0 0-6-0 1-6-0 1-6-0 2-11-0 1-5-0 3-5-0 0-6-0 0-9-152-6-150-11-214.00 12 Plate Offsets (X,Y)-- [3:Edge,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-R 0.09 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4 5 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=145/2-11-0, 6=145/2-11-0 Max Horz 7=65(LC 8) Max Uplift 7=-13(LC 9), 6=-12(LC 9) 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) 7, 6. December 12,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 5_Heritage_at_Spring_Mill Truss V23 Truss Type GABLE Qty 1 Ply 1 5 Heritage at Spring Mill Job Reference (optional) I39585006 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 16:43:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-79NN7IBxtAr4tSt25S83YudJFYfxh6xsD4VXisyA_5O Scale = 1:39.8Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 3x4 3x4 8x8 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-11-711-11-7 1-1-1 1-1-1 9-1-1 8-0-0 11-11-7 2-10-6 6-4-16-11-110-4-16-2-40-4-16-6-57.00 12 7.00 12 Plate Offsets (X,Y)-- [2:0-1-7,0-0-0], [2:0-0-5,0-4-0], [3:0-0-14,0-1-8] 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 0.23 0.11 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 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.): 3-10. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-11-7. (lb) - Max Horz 18=-125(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 18, 10, 16, 15, 14, 13, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 18, 10, 17, 16, 15, 14, 13, 12, 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-4 to 3-11-13, Interior(1) 3-11-13 to 10-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10, 16, 15, 14, 13, 12, 11. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 18, 10, 17, 16, 15, 14, 13, 12, 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. December 12,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths