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HomeMy WebLinkAboutI36377407.7_Heritage_at_Springmill16023 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). March 12,2019 Liu, Xuegang Pages or sheets covered by this seal: I36377407 thru I36377509 My license renewal date for the state of Indiana is July 31, 2020. 7_Heritage_at_Springmill Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: 7 Heritage at Springmill 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss GE02 Truss Type GABLE Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377407 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:47:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-oSiZpCtevVBnhAmIyQzgqlAmcaPL4YeoYyKH2HzbhN1 Scale = 1:40.9 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 3x4 6x6 6x6 3x4 3x4 5x6 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-2-52-10-6 2-10-6 4-4-10 1-6-4 7-6-6 3-1-12 9-0-10 1-6-4 11-11-0 2-10-6 -0-11-0 0-11-0 2-10-6 2-10-6 4-4-10 1-6-4 7-6-6 3-1-12 9-0-10 1-6-4 11-11-0 2-10-6 12-10-0 0-11-0 1-7-06-6-16-8-61-7-03-0-03-6-114.00 12 14.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-12], [6:0-4-0,Edge], [8:0-4-0,Edge], [12: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 0.19 0.12 0.04 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: 117 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.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-11-0. (lb) - Max Horz 24=158(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 21, 17, 19, 22, 16, 18, 20 except 24=-289(LC 7), 14=-133(LC 9), 23=-166(LC 8), 15=-151(LC 7) Max Grav All reactions 250 lb or less at joint(s) 14, 21, 17, 19, 22, 23, 16, 15, 18, 20 except 24=338(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-52/258, 8-9=-44/255 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 1-11-7, Interior(1) 1-11-7 to 4-4-10, Exterior(2) 4-4-10 to 11-9-13, Interior(1) 11-9-13 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) 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) 21, 17, 19, 22, 16, 18, 20 except (jt=lb) 24=289, 14=133, 23=166, 15=151. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 21, 17, 19, 22, 23, 16, 15, 18, 20. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss GE03 Truss Type GABLE Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377408 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:47:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-GfGy0XuGgpJeJKLUW7UvMyjx7_lrpzRync3qajzbhN0 Scale = 1:41.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 2x4 3x4 5x6 5x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-2-512-11-0 12-11-0 -0-11-0 0-11-0 4-10-10 4-10-10 8-0-6 3-1-12 12-11-0 4-10-10 13-10-0 0-11-0 1-7-07-1-17-3-61-7-07-1-114.00 12 Plate Offsets (X,Y)-- [6:0-0-0,0-1-9], [6:0-4-0,Edge], [7:0-1-4,0-0-0], [9:0-1-4,0-0-0], [10:0-0-0,0-1-9], [10:0-4-0,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 0.21 0.10 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 208 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, and 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-11-0. (lb) - Max Horz 26=-167(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 21, 23, 24, 18 except 26=-134(LC 7), 16=-121(LC 8), 25=-124(LC 8), 17=-115(LC 7) Max Grav All reactions 250 lb or less at joint(s) 26, 16, 21, 22, 23, 24, 25, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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 4-10-10, Corner(3) 4-10-10 to 11-0-6, Exterior(2) 11-0-6 to 13-10-0 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) 21, 23, 24, 18 except (jt=lb) 26=134, 16=121, 25=124, 17=115. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss GE04 Truss Type GABLE Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377409 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:47:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-krqKDtuuR7RVxUwg4r?8vAG1hO2xYQR5?GpO6AzbhN? Scale = 1:71.2 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 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 0.30 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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss GE05 Truss Type GABLE Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377410 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:47:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-C1OiRDvWCQaMYeVteYWNRNoEwnPfHpuEEwYxfczbhN_ Scale = 1:79.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x8 3x6 3x6 4x6 3x6 3x8 3x6 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 5-5-8 5-5-8 13-6-0 8-0-8 18-11-8 5-5-8 -0-11-0 0-11-0 9-5-12 9-5-12 18-11-8 9-5-12 19-10-8 0-11-0 1-7-412-7-151-7-43-5-1414.00 12 8.38 12 Plate Offsets (X,Y)-- [10:Edge,0-1-14], [20:0-8-0,Edge], [34:0-8-0,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 0.44 0.21 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.01 (loc) 19 19 20 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 290 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 Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-27 REACTIONS.All bearings 18-11-8. (lb) - Max Horz 34=280(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 30, 24, 27, 29, 31, 32, 25, 23, 22 except 34=-355(LC 7), 20=-142(LC 8), 33=-220(LC 8), 21=-203(LC 7) Max Grav All reactions 250 lb or less at joint(s) 20, 30, 24, 28, 29, 31, 32, 26, 25, 23, 22 except 34=420(LC 8), 27=484(LC 9), 33=307(LC 7), 21=290(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-7=-112/251, 7-8=-96/320, 8-9=-78/412, 9-10=-54/422, 10-11=-41/422, 11-12=-63/413, 12-13=-81/320, 13-15=-98/251 WEBS 10-27=-563/35 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=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) 30, 24, 27, 29, 31, 32, 25, 23, 22 except (jt=lb) 34=355, 20=142, 33=220, 21=203. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 30, 24, 27, 28, 29, 31, 32, 33, 26, 25, 23, 22, 21. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss GE06 Truss Type GABLE Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377411 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-gEy4eZw9zkiDAo43BG1c_bLO2BjS0K9OTaIVA2zbhMz Scale = 1:54.7 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 19 18 17 16 15 14 3x6 4x6 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)-- [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 0.37 0.13 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: 237 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 12-13: 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, and 2-0-0 oc purlins (6-0-0 max.): 12-13. BOT CHORD Rigid ceiling 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=-322/114, 2-3=-279/90, 3-4=-262/89 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=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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss GR01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377412 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-8QVSsvxnk2q4oxfFlzYrXotZEb8nlpVXiE12iUzbhMy Scale = 1:18.7 2 3 4 1 6 5 7 2x4 3x4 2-11-8 2-11-8 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 Rigid ceiling 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 March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss GR02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377413 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-dc3r3FxPULyxP5ESJh3430Qk_?U0UGlhwunbExzbhMx Scale = 1:18.7 2 3 4 1 6 5 7 2x4 3x4 2-11-8 2-11-8 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 Rigid ceiling 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 March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss J01 Truss Type HALF HIP GIRDER Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377414 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-5odDHby1Ff4o1FpetObJcDzz3PocDjTq9YW9nNzbhMw Scale = 1:19.8 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 3x4 2x4 1-6-0 1-6-0 3-0-0 1-6-0 -0-11-0 0-11-0 1-6-0 1-6-0 3-0-0 1-6-0 1-7-03-3-03-4-02-9-80-5-83-3-014.00 12 Plate Offsets (X,Y)-- [3:0-3-14,0-2-0] 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 0.18 0.08 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 6 5 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 2x6 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=183/0-3-8, 5=94/0-1-8 Max Horz 7=92(LC 4) Max Uplift 7=-62(LC 8), 5=-107(LC 4) Max Grav 7=183(LC 1), 5=103(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 except (jt=lb) 5=107. 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) 107 lb down and 104 lb up at 1-6-0 on top chord, and 36 lb down and 74 lb up at 1-6-0 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: 6=3(B) March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss J02 Truss Type JACK-CLOSED Qty 3 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377415 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-5odDHby1Ff4o1FpetObJcDzu8PmyDj_q9YW9nNzbhMw Scale = 1:28.8 1 2 3 5 4 6 3x6 3x6 3x4 3x6 -0-11-0 0-11-0 3-0-0 3-0-0 1-7-05-1-04-9-80-3-85-1-014.00 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 0.49 0.25 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: 16 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 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=183/0-3-8, 4=99/0-1-8 Max Horz 5=138(LC 6) Max Uplift 5=-15(LC 5), 4=-97(LC 6) Max Grav 5=183(LC 1), 4=117(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 2-10-4 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss J03 Truss Type JACK-CLOSED Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377416 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Z?BbUxzf0zCffPNqQ56Y8RV3No6RyAE_OCGiJpzbhMv Scale = 1:28.8 1 2 4 3 3x6 3x6 3x4 3x6 3-0-0 3-0-0 1-7-05-1-04-9-80-3-85-1-014.00 12 Plate Offsets (X,Y)-- [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 0.46 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.00 (loc) 3-4 3-4 3 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* 2-3: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=110/0-3-8, 3=110/0-1-8 Max Horz 4=124(LC 8) Max Uplift 4=-20(LC 7), 3=-93(LC 6) Max Grav 4=126(LC 8), 3=118(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss J04 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377417 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Z?BbUxzf0zCffPNqQ56Y8RV66o_7yAE_OCGiJpzbhMv Scale = 1:28.8 1 2 4 3 5 2x4 2x4 2x4 2x4 3-0-0 3-0-0 3-0-0 3-0-0 1-7-05-1-014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.29 0.77 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 -0.00 (loc) 3-4 3-4 3 l/defl >999 >642 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 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=429/0-3-8, 3=277/Mechanical Max Horz 4=125(LC 6) Max Uplift 3=-46(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 483 lb down at 1-0-12 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, 3-4=-20 Concentrated Loads (lb) Vert: 5=-483(F) March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss J05 Truss Type JACK-OPEN Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377418 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-1BlzhG_HnGKWGZy0_pdnhe2HGCTGhdU7cs?FrGzbhMu Scale = 1:19.9 1 2 5 3 4 3x4 3x6 2-1-7 2-1-7 -1-3-8 1-3-8 2-1-7 2-1-7 1-7-03-4-02-10-33-4-09.90 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-MR 0.26 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.02 (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 2-1-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=192/0-4-9, 3=32/Mechanical, 4=16/Mechanical Max Horz 5=101(LC 9) Max Uplift 3=-34(LC 9), 4=-19(LC 9) Max Grav 5=192(LC 1), 3=32(LC 1), 4=37(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 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) 3, 4. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss J06 Truss Type JACK-OPEN Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377419 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-1BlzhG_HnGKWGZy0_pdnhe2HfCTzhdU7cs?FrGzbhMu Scale = 1:19.9 1 2 5 3 4 3x4 3x6 1-6-0 1-6-0 -0-11-0 0-11-0 1-6-0 1-6-0 1-7-03-4-02-8-143-4-014.00 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-MR 0.30 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.02 (loc) 5 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 1-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=139/0-3-8, 3=21/Mechanical, 4=12/Mechanical Max Horz 5=103(LC 9) Max Uplift 3=-46(LC 9), 4=-37(LC 9) Max Grav 5=139(LC 1), 3=35(LC 7), 4=30(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) 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss J07 Truss Type JACK-OPEN Qty 5 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377420 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-VNJLvc_vYaSNujXDYW80EsbRAco6Q4kGrWlpOizbhMt Scale = 1:22.91 2 3 5 4 2x4 3x6 3x6 3x6 2-0-0 2-0-0 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 0.22 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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss J08 Truss Type HALF HIP GIRDER Qty 2 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377421 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-VNJLvc_vYaSNujXDYW80EsbUmcr0Q4VGrWlpOizbhMt Scale = 1:16.9 1 2 3 4 7 6 5 2x4 4x6 2x4 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)-- [2:0-3-9,0-2-0] 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 0.15 0.04 0.02 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: 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 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=150/0-3-8, 7=45/0-1-8 Max Horz 7=-75(LC 3) Max Uplift 5=-9(LC 4), 7=-49(LC 3) Max Grav 5=150(LC 1), 7=55(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) 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 at joint(s) 7. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 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, 5-7=-20 Concentrated Loads (lb) Vert: 6=6(B) March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss J09 Truss Type JACK-OPEN Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377422 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-zatk6y?YJuaDWs6P6EfFm37ci0AR9X_Q4AUMw8zbhMs Scale = 1:16.6 1 2 5 3 4 2x4 3x4 0-3-14 0-3-14 2-1-11 1-9-13 -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 0.09 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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss J10 Truss Type Jack-Open Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377423 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-zatk6y?YJuaDWs6P6EfFm37cj0B89X_Q4AUMw8zbhMs Scale = 1:16.6 2 3 4 1 5 2x4 2x4 2-1-11 2-1-11 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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss J11 Truss Type JACK-CLOSED Qty 3 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377424 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-RmR6KI0A4Bi470hbfxAUJHglOQUOu_EZJpEwSbzbhMr 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 0.23 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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss J12 Truss Type JACK-CLOSED Qty 2 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377425 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-vy_UXe1orVqxlAGoDfhjrUDxxpp1dRTjXTzT_1zbhMq 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 0.21 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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss J13 Truss Type JACK-CLOSED Qty 2 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377426 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-O9Ysl_2QcpyoNKr_nMDyOil82DBcMuTsm7j0XTzbhMp Scale = 1:19.2 1 2 3 4 7 6 5 2x4 3x6 4x6 2x4 2x4 3x6 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], [3:0-3-3,0-2-0], [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 0.26 0.12 0.02 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: 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=175/0-3-8, 5=89/0-1-8 Max Horz 7=89(LC 8) Max Uplift 7=-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) 7, 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss J14 Truss Type HALF HIP Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377427 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-sL6EyK22N64f_UQAL4kBxvIKjdXO5Lz0?nSa3vzbhMo 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 0.09 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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss J15 Truss Type JACK-OPEN Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377428 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-KXgd9g3g8QCWce?NunFQT7rXw1uBqoD9ERC7bMzbhMn Scale = 1:14.5 1 2 5 3 4 2x4 2x4 2-2-13 2-2-13 -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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss J16 Truss Type JACK-OPEN Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377429 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-GwoNaL5xg1SEsx8l0CHuYYwtQqafIhjShlhEgEzbhMl Scale = 1:14.5 1 2 5 3 4 2x4 2x4 2-2-13 2-2-13 -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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss M01 Truss Type MONOPITCH Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377430 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-9h1uQj8RjGzgKZSWF2MqjO5P5Sr_ERG1cNfSp?zbhMh Scale = 1:61.5 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 3x6 3x6 10x10 2x4 3x6 4x8 2x4 2x4 3x6 3x8 6x8 3x6 6-6-8 6-6-8 12-9-8 6-3-0 14-3-8 1-6-0 17-10-0 3-6-8 -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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss M02 Truss Type MONOPITCH Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377431 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-549erP9iFtDNascvMTOIopAkCFYhiGpK3h8YtuzbhMf Scale = 1:61.9 1 2 3 4 5 6 11 10 9 8 7 12 13 14 3x6 2x4 3x6 10x10 3x6 3x6 3x4 3x4 3x6 6-6-9 6-6-9 12-8-5 6-1-12 17-10-0 5-1-11 -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 0.33 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 Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS.(lb/size)7=784/Mechanical, 11=790/0-3-8 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=-530/0, 2-11=-727/0 BOT CHORD 10-11=-292/255, 8-10=-105/716, 7-8=-46/376 WEBS 3-8=-422/73, 5-8=0/457, 5-7=-708/86, 2-10=0/465 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss M03 Truss Type MONOPITCH Qty 2 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377432 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-1SHPG5BynVT5pAlIUtQmtEF6w3BMAA9dX?dfynzbhMd Scale = 1:67.7 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 8-8-5 8-8-5 9-0-6 0-4-1 16-4-0 7-3-10 18-7-0 2-3-0 -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 0.51 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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss M03A Truss Type MONOPITCH Qty 5 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377433 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-zrO9hmCCJ6jp2UvgbITEyfKQ3spEe4nw_J6m0fzbhMb Scale = 1:71.6 1 2 3 4 5 6 7 14 13 9 8 12 11 10 15 163x8 5x12 4x6 2x4 4x10 2x4 3x6 2x4 2x4 2x4 4x8 4x10 3x4 3x6 2-3-8 2-3-8 8-8-5 6-4-13 9-0-6 0-4-1 16-4-0 7-3-10 18-7-0 2-3-0 -0-11-0 0-11-0 2-3-8 2-3-8 8-8-5 6-4-13 11-11-10 3-3-5 16-4-0 4-4-6 18-7-0 2-3-0 1-0-011-10-19-1-1211-10-11-0-07.00 12 Plate Offsets (X,Y)-- [7:0-5-8,0-3-0], [10:0-3-4,0-2-0], [12:0-3-8,0-0-0] 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-MS 0.73 0.74 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.31 -0.57 0.38 (loc) 13 13 16 l/defl >715 >381 n/a L/d 240 180 n/a PLATES MT20 Weight: 102 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-8,6-9,7-10: 2x4 SPF No.2, 2-14: 2x6 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-9, 4-10 REACTIONS.(lb/size)14=800/0-3-8, 16=700/0-3-0 Max Horz 14=279(LC 9) Max Uplift 16=-73(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1126/0, 3-4=-966/0, 4-6=-327/0, 6-7=-301/39, 2-14=-778/0 BOT CHORD 13-14=-337/207, 11-12=-127/831, 10-11=-127/831 WEBS 4-11=0/360, 6-10=-405/117, 4-10=-788/123, 2-12=-113/774, 7-10=-133/887, 2-13=-209/358, 7-16=-704/88 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 2-2-4, Interior(1) 2-2-4 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. 4) Bearing at joint(s) 16 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) 16. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss M05 Truss Type Roof Special Qty 7 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377434 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-zrO9hmCCJ6jp2UvgbITEyfKZbszLeDBw_J6m0fzbhMb Scale = 1:19.41 2 3 5 4 6 7 2x4 2x4 2x4 2x4 3-11-0 3-11-0 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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss M06 Truss Type GABLE Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377435 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-S1yXu6Dq4QrggeUs90_TVstl_GJxNgy3DzrJZ5zbhMa 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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 7 Heritage at Springmill Job Reference (optional) I36377436 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-OQ4IJoF5c15OvxeFHR0xaHy0u4tmrPRMgHKQd_zbhMY Scale: 3/16"=1' 1 2 3 4 8 7 6 5910111213141516171819 3x6 3x4 5x12 4x6 3x8 4x6 4x8 8-11-0 8-11-0 17-10-0 8-11-0 8-11-0 8-11-0 17-10-0 8-11-0 1-0-011-4-137.00 12 Plate Offsets (X,Y)-- [8:0-8-3,0-2-8] 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-MS 0.44 0.62 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.42 0.02 (loc) 5-7 5-7 5 l/defl >999 >499 n/a L/d 240 180 n/a PLATES MT20 Weight: 192 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud, 1-8: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 2-5 REACTIONS.(lb/size)8=2824/0-3-8, 5=2968/Mechanical Max Horz 8=248(LC 15) Max Uplift 5=-112(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3187/0, 1-8=-1793/0 BOT CHORD 7-8=0/2644, 5-7=0/2644 WEBS 2-7=0/2694, 2-5=-3136/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered 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) 5=112. 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, 504 lb down and 103 lb up at 12-6-12, and 512 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: 1-4=-60, 8-12=-20, 12-16=-60, 5-16=-20 Continued on page 2 March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 7 Heritage at Springmill Job Reference (optional) I36377436 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:27 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-OQ4IJoF5c15OvxeFHR0xaHy0u4tmrPRMgHKQd_zbhMY LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-438(B) 10=-438(B) 11=-438(B) 13=-438(B) 14=-438(B) 15=-438(B) 17=-504(B) 18=-512(B) 19=-505(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss PB01 Truss Type GABLE Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377437 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-OQ4IJoF5c15OvxeFHR0xaHy6940oraxMgHKQd_zbhMY Scale = 1:10.6 2 3 4 5 1 6 3x4 3x4 2x4 2x4 0-2-53-11-9 3-11-9 1-4-5 1-4-5 2-7-5 1-3-0 3-11-9 1-4-4 -0-0-41-4-71-7-00-1-00-1-81-3-314.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-0] 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-R 0.04 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 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, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=-29/3-11-9, 6=-29/3-11-9, 2=172/3-11-9, 5=172/3-11-9 Max Horz 1=-24(LC 7) Max Uplift 1=-47(LC 2), 6=-47(LC 2) Max Grav 1=16(LC 8), 2=175(LC 13), 5=175(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=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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 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) 1, 6. 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss PB02 Truss Type GABLE Qty 10 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377438 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-KpC2kUGL8eL69FoeOs2Pfi2SetgRJUQf8bpXitzbhMW Scale = 1:14.3 2 3 4 1 5 3x4 2x4 2x4 3-11-9 3-11-9 1-11-13 1-11-13 3-11-9 1-11-13 -0-0-42-3-82-3-120-1-00-1-814.00 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 0.10 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 3-11-9. (lb) - Max Horz 1=-40(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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss PB03 Truss Type GABLE Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377439 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-GBJo99IbfGcpOZy0WG5tk77lOhMVnN6ybvIemlzbhMU Scale = 1:33.7 2 3 4 5 6 7 8 14 13 12 11 10 1 15 16 17 9 5x8 4x8 3x6 3x6 3x4 3x6 3x6 0-1-1217-3-11 17-3-11 15-3-15 15-3-15 17-3-11 1-11-12 -0-0-40-11-02-3-82-3-120-1-00-1-80-9-1214.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-0-0], [3:0-2-11,0-2-8], [6:0-3-4,0-2-0], [10:0-0-13,0-0-15], [14:0-0-13,0-0-15] 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 0.22 0.12 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 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 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 17-3-11. (lb) - Max Horz 1=40(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 8, 2, 13, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 8, 2, 10 except 14=255(LC 13), 13=396(LC 1), 11=398(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-300/91, 5-11=-302/94 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) 0-2-10 to 3-11-2, Interior(1) 3-11-2 to 15-3-15, Exterior(2) 15-3-15 to 17-1-1 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 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) 1, 9, 8, 2, 13, 11. 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss PB04 Truss Type PIGGYBACK Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377440 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-kOtAMVJDQZkg0iWD3_c6HLgtx5g5WqE5qY2BIBzbhMT Scale = 1:27.4 1 2 3 4 5 6 10 9 8 7 11 12 13 2x4 3x6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-1-1215-7-5 15-7-5 0-2-11 0-2-11 15-7-5 15-4-10 1-11-132-2-120-5-100-1-81-11-1314.00 12 Plate Offsets (X,Y)-- [1:0-3-8,0-2-0], [4:0-3-4,0-2-0], [5:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.36 0.23 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 5 5 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 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.): 1-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-1-3. (lb) - Max Horz 10=-50(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 10, 5, 7, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 10, 5, 7 except 8=309(LC 13), 9=427(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-321/98 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 13-8-2, Exterior(2) 13-8-2 to 15-4-11 zone; cantilever left and right exposed ; end 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) 10, 5, 7, 8, 9. 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss PB05 Truss Type Piggyback Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377441 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-DaRZZrJrBtsXds5Pdh7LqYC5IV2MFHVF3CnkrezbhMS Scale = 1:29.6 1 2 3 4 5 6 7 12 11 10 9 8 13 2x4 2x4 4x6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-1-1215-7-5 15-7-5 15-7-5 15-7-5 1-10-53-1-123-3-80-1-80-5-100-1-83-1-1214.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-2-0], [5:0-3-3,0-2-0], [6:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.19 0.10 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 47 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 10-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 15-1-3. (lb) - Max Horz 12=-73(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 12, 6, 8, 10, 9 Max Grav All reactions 250 lb or less at joint(s) 12, 6, 11 except 8=265(LC 14), 10=310(LC 14), 9=311(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=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-3 to 5-2-11, Interior(1) 5-2-11 to 12-8-2, Exterior(2) 12-8-2 to 15-4-11 zone; cantilever left and right exposed ; end 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) 12, 6, 8, 10, 9. 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss PB06 Truss Type PIGGYBACK Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377442 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-hm?xnBKUyB_OF0gbBPeaMmlF2uMp_iXOHsXIN4zbhMR Scale = 1:29.5 1 2 3 4 5 6 10 9 8 7 11 12 13 14 2x4 2x4 4x6 4x6 3x6 2x4 2x4 2x4 2x4 0-1-1215-7-5 15-7-5 15-7-5 15-7-5 1-10-54-3-124-5-90-1-80-5-100-1-84-3-1214.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-2-0], [4:0-3-3,0-2-0], [5:0-6-0,0-0-14] 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-S 0.25 0.21 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 6 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 49 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 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 15-1-3. (lb) - Max Horz 10=-96(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 10, 5, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 10, 5 except 9=370(LC 1), 7=423(LC 14), 8=633(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-332/100 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) 0-1-3 to 6-5-10, Interior(1) 6-5-10 to 11-8-2, Exterior(2) 11-8-2 to 15-4-11 zone; cantilever left and right exposed ; end 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, 5, 7, 8. 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss PB07 Truss Type Piggyback Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377443 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-9yZJ_XL6jU6FtAFnl69pvzIRRIihj9GYWWGrvWzbhMQ Scale = 1:34.5 1 2 3 4 5 6 10 9 8 7 11 12 13 2x4 2x4 4x6 4x6 3x6 2x4 2x4 2x4 2x4 0-1-1215-7-5 15-7-5 15-7-5 15-7-5 1-10-55-5-125-7-80-1-80-5-100-1-85-5-1214.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-2-0], [4:0-3-3,0-2-0], [5:0-6-0,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.15 0.17 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.00 (loc) 6 6 5 l/defl n/r n/r n/a L/d 120 120 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 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.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-1-3. (lb) - Max Horz 10=-119(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 10, 5, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 10, 5 except 9=326(LC 1), 7=408(LC 14), 8=483(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-253/78 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) 0-1-3 to 7-5-10, Interior(1) 7-5-10 to 10-8-2, Exterior(2) 10-8-2 to 15-1-3 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 5, 7, 8. 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss PB08 Truss Type Piggyback Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377444 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-5Lh3PDMMF5Mz6UPAsXCH_ONmJ6KhB0Oqzqly_PzbhMO Scale = 1:38.5 1 2 3 4 5 8 7 6 9 10 11 12 13 14 15 2x4 2x4 4x6 4x6 4x6 2x4 2x4 0-1-1215-7-5 15-7-5 15-7-5 15-7-5 1-10-56-7-126-9-80-1-80-5-100-1-86-7-1214.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-2-0], [3:0-3-3,0-2-0], [4:0-6-0,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.25 0.39 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.02 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 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 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-1-3. (lb) - Max Horz 8=-142(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 8, 4, 6 Max Grav All reactions 250 lb or less at joint(s) 8, 4 except 7=551(LC 13), 6=659(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-268/31, 3-6=-323/112 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) 0-1-3 to 3-1-3, Interior(1) 3-1-3 to 4-2-11, Exterior(2) 4-2-11 to 8-5-10, Interior(1) 8-5-10 to 9-8-2, Exterior(2) 9-8-2 to 13-11-1, Interior(1) 13-11-1 to 15-4-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 4, 6. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss PB09 Truss Type Piggyback Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377445 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-VwMC2EPEY0kYzx8lXfl_c1?IoJQ3OOWHgo_cakzbhML Scale = 1:44.9 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 2x4 2x4 4x6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-1-1215-7-5 15-7-5 15-7-5 15-7-5 1-10-57-9-127-11-80-1-80-5-100-1-87-9-1214.00 12 Plate Offsets (X,Y)-- [3:0-3-3,0-2-0], [4:0-3-3,0-2-0], [6:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.16 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 60 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 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-1-3. (lb) - Max Horz 12=-165(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 12, 9 except 6=-101(LC 8), 8=-119(LC 9), 11=-123(LC 9) Max Grav All reactions 250 lb or less at joint(s) 12, 6 except 10=427(LC 13), 9=425(LC 14), 8=364(LC 1), 11=353(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=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-3 to 3-1-3, Interior(1) 3-1-3 to 5-2-11, Exterior(2) 5-2-11 to 12-11-1, Interior(1) 12-11-1 to 15-4-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 9 except (jt=lb) 6=101, 8=119, 11=123. 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss PB10 Truss Type Piggyback Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377446 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-_6waFaQtJKsPb5ix5NGD8EYTQjlT7rjQuSj97AzbhMK Scale = 1:46.1 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 2x4 2x4 4x6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-1-1215-7-5 15-7-5 15-7-5 15-7-5 1-10-58-0-58-2-10-1-80-5-100-1-88-0-514.00 12 Plate Offsets (X,Y)-- [3:0-3-3,0-2-0], [4:0-3-3,0-2-0], [6:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.15 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 61 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 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-1-3. (lb) - Max Horz 12=-169(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 12, 9 except 6=-100(LC 8), 11=-121(LC 9), 8=-121(LC 9) Max Grav All reactions 250 lb or less at joint(s) 12, 6 except 9=401(LC 14), 10=404(LC 13), 11=362(LC 13), 8=381(LC 1) 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) 0-1-3 to 3-1-3, Interior(1) 3-1-3 to 5-4-15, Exterior(2) 5-4-15 to 12-8-13, Interior(1) 12-8-13 to 15-4-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 9 except (jt=lb) 6=100, 11=121, 8=121. 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T01 Truss Type PIGGYBACK BASE Qty 7 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377447 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-SJUySwQV4e_GCFH8f4nShS4Vc7_6sA2a76TjfczbhMJ 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 3x6 4x6 6x6 3x6 3x6 3x8 3x4 3x4 3x4 3x4 4x8 4x8 3x4 9-7-11 9-7-11 13-7-5 3-11-9 23-3-0 9-7-11 -0-11-0 0-11-0 3-7-2 3-7-2 9-7-11 6-0-9 13-7-5 3-11-9 19-7-14 6-0-9 23-3-0 3-7-2 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 0.73 0.63 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.61 0.03 (loc) 11-12 11-12 11 l/defl >999 >448 n/a L/d 240 180 n/a PLATES MT20 Weight: 136 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 5-9-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 6-13, 8-12 REACTIONS.(lb/size)15=1132/0-3-8, 11=1137/0-3-8 Max Horz 15=-280(LC 7) 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 3-5=-916/181, 5-6=-499/190, 6-8=-922/181, 2-15=-266/57, 9-11=-267/57 BOT CHORD 13-15=-87/572, 12-13=0/502, 11-12=0/576 WEBS 5-13=-42/317, 6-12=-39/317, 3-15=-845/94, 8-11=-850/94 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T01A Truss Type HIP Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377448 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-wV2LgGR7rx67qPsKDoJhEfdisXK4bd7jMmCGB3zbhMI Scale = 1:68.3 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 23 24 25 6x6 4x8 3x6 3x8 3x4 3x4 3x4 2x4 4x6 4x6 2x4 0-2-59-0-0 9-0-0 14-3-0 5-3-0 23-3-0 9-0-0 -0-11-0 0-11-0 3-7-2 3-7-2 9-0-0 5-4-14 14-3-0 5-3-0 19-7-14 5-4-14 23-3-0 3-7-2 24-2-0 0-11-0 1-7-011-10-1112-1-01-7-011-10-1114.00 12 Plate Offsets (X,Y)-- [4:0-4-0,Edge], [5:0-2-4,0-2-4] 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-MS 0.63 0.59 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.48 0.03 (loc) 9-10 9-10 9 l/defl >999 >576 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 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* 4-11,5-11,5-10: 2x4 SPF No.2, 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size)13=1139/0-3-8, 9=1148/0-3-8 Max Horz 13=262(LC 8) Max Uplift 13=-13(LC 9), 9=-13(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-933/176, 4-5=-531/179, 5-6=-944/176, 2-13=-278/84, 7-9=-278/84 BOT CHORD 11-13=-74/571, 10-11=0/538, 9-10=0/577 WEBS 4-11=-29/298, 5-10=-30/321, 3-13=-853/59, 6-9=-865/59 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 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 14-3-0, Exterior(2) 14-3-0 to 18-5-15, Interior(1) 18-5-15 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) 13, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T01B Truss Type HIP Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377449 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-OhcjtcSlbFEzSYRWmVqwmt9nswgWKDrsaQyqjVzbhMH Scale = 1:55.1 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 6x6 6x6 3x4 3x6 4x8 3x4 4x8 6x10 3x4 6x10 0-2-57-0-0 7-0-0 16-3-0 9-3-0 23-3-0 7-0-0 -0-11-0 0-11-0 7-0-0 7-0-0 11-7-8 4-7-8 16-3-0 4-7-8 23-3-0 7-0-0 24-2-0 0-11-0 1-7-09-6-119-9-01-7-09-6-1114.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-4-0,Edge], [5:0-4-0,Edge], [6: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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 1.00 0.64 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.48 0.02 (loc) 9-11 9-11 8 l/defl >898 >569 n/a L/d 240 180 n/a PLATES MT20 Weight: 110 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* 2-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 4-9 REACTIONS.(lb/size)12=1080/0-3-8, 8=1082/0-3-8 Max Horz 12=216(LC 8) Max Uplift 12=-13(LC 9), 8=-13(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1059/114, 3-4=-590/151, 4-5=-592/151, 5-6=-1061/114, 2-12=-1044/116, 6-8=-1046/116 BOT CHORD 11-12=-207/317, 9-11=0/656 WEBS 3-11=0/397, 5-9=0/399, 2-11=-32/466, 6-9=-34/468 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 7-0-0, Exterior(2) 7-0-0 to 11-2-15, Interior(1) 11-2-15 to 16-3-0, Exterior(2) 16-3-0 to 20-5-15, Interior(1) 20-5-15 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) The Fabrication Tolerance at joint 2 = 12%, joint 6 = 12% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T01C Truss Type ROOF SPECIAL Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377450 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-suA55yTNMZMq4i0iKDL9J4i?vKzE3dw0p4hNGxzbhMG Scale = 1:58.0 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 4x6 6x6 2x4 3x6 4x10 6x6 3x4 6x8 3x4 5x8 3x8 0-2-56-5-8 6-5-8 18-3-0 11-9-8 23-3-0 5-0-0 -0-11-0 0-11-0 6-5-8 6-5-8 7-11-0 1-5-8 13-1-0 5-2-0 18-3-0 5-2-0 23-3-0 5-0-0 24-2-0 0-11-0 1-7-07-2-119-1-71-7-07-2-1114.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [4:0-2-0,Edge], [6:0-4-0,Edge], [7: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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.79 0.80 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.50 -0.98 0.02 (loc) 10-12 10-12 9 l/defl >551 >282 n/a L/d 240 180 n/a PLATES MT20 Weight: 109 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-11: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 5-12, 5-10 REACTIONS.(lb/size)13=1073/0-3-8, 9=1093/0-3-8 Max Horz 13=-205(LC 7) Max Uplift 13=-13(LC 9), 9=-13(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1062/93, 3-4=-949/146, 4-5=-772/115, 5-6=-658/106, 6-7=-1105/81, 2-13=-1060/94, 7-9=-1138/85 BOT CHORD 12-13=-203/278, 10-12=-7/859 WEBS 3-12=-80/1157, 4-12=-865/127, 5-10=-342/79, 6-10=0/477, 2-12=0/510, 7-10=0/651 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 6-5-8, Exterior(2) 6-5-8 to 7-11-0, Interior(1) 7-11-0 to 18-3-0, Exterior(2) 18-3-0 to 21-3-0, Interior(1) 21-3-0 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) 13, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T02 Truss Type COMMON Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377451 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-K4kTIIT?7sUhhsbvuwsOrIFAVkRbo8P92kRwoOzbhMF Scale = 1:57.1 1 2 3 4 7 6 5 8 9 10 11 3x4 3x4 3x8 4x6 6x8 6x8 6-5-8 6-5-8 12-11-0 6-5-8 6-5-8 6-5-8 12-11-0 6-5-8 13-10-0 0-11-0 1-7-09-1-71-7-014.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:Edge,0-1-14], [3: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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.80 0.28 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=502/Mechanical, 5=571/0-3-8 Max Horz 7=-196(LC 7) Max Uplift 5=-17(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-455/97, 2-3=-464/106, 1-7=-446/83, 3-5=-515/114 BOT CHORD 6-7=-189/256 WEBS 2-6=0/251 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 6-5-8, Exterior(2) 6-5-8 to 9-5-8, Interior(1) 9-5-8 to 13-10-0 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) 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) 5. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T03 Truss Type ROOF SPECIAL Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377452 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-oGHrWeUduAdYJ0A5SdNdOVnVk8m9Xa?JHOAUKqzbhME Scale = 1:56.4 1 2 3 4 5 6 7 11 10 9 8 12 13 2x4 5x6 4x6 5x6 2x4 5x12 5x12 2x4 2x4 2-10-6 2-10-6 9-0-10 6-2-5 11-11-0 2-10-6 -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 0.26 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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T04 Truss Type ROOF SPECIAL Qty 6 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377453 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-GTrEjzVGfUlPxAlH?LusxjKfNY7QG06SV2w1tGzbhMD Scale = 1:56.4 1 2 3 4 5 9 8 7 6 10 2x4 5x6 4x6 5x12 5x12 2x4 2x4 5x6 2x4 2-10-6 2-10-6 9-0-10 6-2-5 11-8-0 2-7-6 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 0.25 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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T05 Truss Type HALF HIP Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377454 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-lfPcwJWuQntGYKKUZ2P5TwtlnxS5?SLckifbPizbhMC Scale = 1:46.7 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 0.29 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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T06 Truss Type HALF HIP Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377455 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-lfPcwJWuQntGYKKUZ2P5TwtjoxR3?SSckifbPizbhMC Scale = 1:53.3 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 0.36 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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T07 Truss Type HALF HIP Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377456 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Drz_8fXWB5?7ATug7mxK08Pr6LmEkwilzMP8x9zbhMB Scale = 1:60.0 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 0.42 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 Rigid ceiling 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=525/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=-443/303, 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T08 Truss Type COMMON Qty 6 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377457 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Drz_8fXWB5?7ATug7mxK08PqhLn1kytlzMP8x9zbhMB Scale = 1:40.6 1 2 3 6 5 4 7 8 9 10 3x4 3x4 4x6 5x6 3x8 5x6 7-2-12 7-2-12 14-11-8 7-8-12 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 0.37 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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T09 Truss Type ROOF SPECIAL Qty 2 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377458 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-h1XML?X8yP7_odTshTSZYLy5Zl7BTJruB08hTbzbhMA Scale = 1:40.6 1 2 3 6 5 4 7 8 9 10 11 5x8 2x4 3x4 4x6 3x6 3x8 3x6 4-10-4 4-10-4 12-7-0 7-8-12 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 0.38 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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T10 Truss Type ROOF SPECIAL Qty 2 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377459 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-9E5kZLYmjiFrPn23EBzo5ZVGK9TOCm62QguF01zbhM9 Scale = 1:39.8 1 2 3 6 5 4 7 89 10 11 12 13 5x12 4x6 5x8 2x4 3x4 3x8 4x6 3x6 0-3-8 0-3-8 4-10-4 4-6-12 12-7-0 7-8-12 0-3-8 0-3-8 4-10-4 4-6-12 12-7-0 7-8-12 3-11-36-1-156-9-32-3-17.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-2-8], [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 0.38 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.01 (loc) 4-5 4-5 10 l/defl >999 >812 n/a L/d 240 180 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6: 2x6 SPF No.2, 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=462/0-3-8, 10=468/0-3-8 Max Horz 9=64(LC 8) Max Uplift 9=-3(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-347/62, 2-3=-407/47 WEBS 1-5=0/277, 1-9=-465/39, 3-10=-483/13 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) 0-6-4 to 3-6-4, Interior(1) 3-6-4 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) 9, 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) 9. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377460 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-9E5kZLYmjiFrPn23EBzo5ZVDi9K7CpX2QguF01zbhM9 Scale = 1:40.0 1 2 3 7 5 4 8 9 10 11 12 6 13 3x4 4x6 5x8 2x4 4x6 3x8 3x6 0-2-50-11-8 0-11-8 7-0-14 6-1-6 12-7-0 5-6-2 7-0-14 7-0-14 12-7-0 5-6-2 6-9-86-11-133-9-40-7-46-9-87.00 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 0.69 0.91 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.10 -0.01 (loc) 5-6 4-5 9 l/defl >999 >999 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* 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, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS.(lb/size)6=649/0-3-8, 9=432/0-3-8 Max Horz 6=-156(LC 7) Max Uplift 6=-82(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-393/127, 2-3=-307/69 WEBS 1-5=-93/292, 2-5=-275/139, 3-9=-434/42 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 7-0-14, Exterior(2) 7-0-14 to 10-0-14, Interior(1) 10-0-14 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, with BCDL = 10.0psf. 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377461 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-dQf7mhZOU0Ni1xdFouU1em1LxZfuxFKBfKdoYUzbhM8 Scale = 1:52.5 1 2 3 4 8 6 5 9 10 11 7 12 13 3x6 4x6 4x6 3x8 5x6 6x8 3x4 3x6 0-2-50-11-8 0-11-8 3-0-14 2-1-6 12-7-0 9-6-2 3-0-14 3-0-14 7-8-3 4-7-5 12-7-0 4-10-13 9-1-89-3-133-9-40-7-49-1-87.00 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 0.85 1.00 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.59 -0.02 (loc) 5-6 5-6 10 l/defl >513 >232 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 2x3 SPF No.2 *Except* 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, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-8, 2-6 REACTIONS.(lb/size)7=594/0-3-8, 10=506/0-3-8 Max Horz 7=-221(LC 7) Max Uplift 7=-89(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-441/81, 5-9=0/339, 4-9=0/339 WEBS 1-6=-83/387, 4-10=-508/35 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) 0-1-4 to 6-0-14, Interior(1) 6-0-14 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, with BCDL = 10.0psf. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T13 Truss Type ROOF SPECIAL Qty 3 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377462 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-5cCV_1a0FKVZf5CRMc?GA_adPy?TgjnLu_NL4wzbhM7 Scale = 1:60.41 2 3 7 5 4 8 9 6 10 3x4 2x4 3x8 3x4 3x6 3x4 0-11-8 0-11-8 6-3-8 5-4-0 12-7-0 6-3-8 6-3-8 6-3-8 12-7-0 6-3-8 11-1-53-9-47.00 12 Plate Offsets (X,Y)-- [1:0-0-13,0-1-8] 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 0.42 0.92 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.15 0.00 (loc) 4-5 4-5 4 l/defl >999 >923 n/a L/d 240 180 n/a PLATES MT20 Weight: 65 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* 1-7: 2x4 SPF No.2, 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 Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 1-7, 2-7 REACTIONS.(lb/size)4=488/0-3-8, 6=611/0-3-8 Max Horz 6=-292(LC 5) Max Uplift 6=-104(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-361/75, 3-4=-421/90 BOT CHORD 5-6=-61/291 WEBS 2-7=-382/146, 3-5=-30/283 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 3-1-12, Interior(1) 3-1-12 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=104. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T14 Truss Type ROOF SPECIAL Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377463 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-5cCV_1a0FKVZf5CRMc?GA_aXjy8EgcBLu_NL4wzbhM7 Scale = 1:49.2 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 3x6 5x6 4x6 5x12 3x6 4x8 3x4 10x10 0-2-54-0-2 4-0-2 10-4-5 6-4-2 17-4-0 6-11-11 4-0-2 4-0-2 10-4-5 6-4-2 17-4-0 6-11-11 18-3-0 0-11-0 8-6-158-9-41-0-08-6-157.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-1-12], [3:0-3-4,0-3-0], [7:0-1-12,0-0-0], [7: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 0.78 0.36 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 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* 5-7: 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.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-11, 2-10 REACTIONS.(lb/size)11=761/0-3-8, 7=754/0-3-8 Max Horz 11=-238(LC 7) Max Uplift 11=-37(LC 5), 7=-6(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-671/118, 1-2=-279/118, 2-4=-426/110, 4-5=-864/55, 5-7=-689/91 BOT CHORD 10-11=-104/289, 8-10=0/660, 7-8=-33/274 WEBS 1-10=-115/631, 4-10=-484/87, 4-8=0/251, 5-8=0/388 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 4-0-2, Exterior(2) 4-0-2 to 7-0-2, Interior(1) 7-0-2 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) 11, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T15 Truss Type ROOF SPECIAL Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377464 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-ZpmtBNaf0ddQGFnewJWVjB7giMQqP84U6d6vcMzbhM6 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 0.59 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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T16 Truss Type ROOF SPECIAL Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377465 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-1?KFOjbHnxlGuOMqT01kFPfvimm88VVdLHsS9ozbhM5 Scale = 1:37.7 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 0.58 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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T17 Truss Type Common Qty 2 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377466 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-1?KFOjbHnxlGuOMqT01kFPfuJmnB8gNdLHsS9ozbhM5 Scale = 1:37.5 1 2 3 4 5 9 8 7 6 10 11 12 13 4x6 3x4 3x6 3x8 4x10 3x4 4x10 8-8-0 8-8-0 17-4-0 8-8-0 -0-11-0 0-11-0 8-8-0 8-8-0 17-4-0 8-8-0 18-3-0 0-11-0 1-0-06-0-111-0-07.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [4:0-4-8,0-1-8] 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 0.71 0.52 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.25 0.02 (loc) 7-9 7-9 6 l/defl >999 >804 n/a L/d 240 180 n/a PLATES MT20 Weight: 65 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* 2-9,4-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7, 4-7 REACTIONS.(lb/size)9=744/0-3-8, 6=744/0-3-8 Max Horz 9=110(LC 8) Max Uplift 9=-18(LC 9), 6=-18(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-775/53, 3-4=-775/53, 2-9=-670/102, 4-6=-670/102 BOT CHORD 7-9=-129/551, 6-7=-108/551 WEBS 3-7=0/354 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) 9, 6. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T17A Truss Type ROOF SPECIAL Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377467 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-WBudc2cvYFt7WYx01kZzocC4VA7ht5jnaxb0hFzbhM4 Scale = 1:37.7 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 0.56 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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T18 Truss Type GABLE Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377468 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:48:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Sa0O1ke93s7rls5P99bRt1HQ6zmkLsd41F46l7zbhM2 Scale = 1:77.4 Sheet Back Left Option 12-3-15 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 51 52 53 54 55 56 57 58 59 60 3x6 4x8 6x10 4x6 6x6 3x6 2x4 6x10 2x4 3x6 3x4 3x4 4x8 3x4 3x4 4x8 3x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 0-1-122-8-012-3-15 3-3-3 3-3-3 10-0-8 6-9-5 10-4-0 0-3-8 12-3-15 1-11-15 16-7-6 4-3-7 19-8-3 3-0-14 23-7-13 3-11-9 33-3-8 9-7-11 3-3-3 3-3-3 10-0-8 6-9-5 16-5-14 6-5-6 16-7-6 0-1-8 19-8-3 3-0-14 23-7-13 3-11-9 29-8-6 6-0-9 33-3-8 3-7-2 34-2-8 0-11-0 1-2-44-10-48-7-012-10-01-7-04-3-012-10-014.00 12 Plate Offsets (X,Y)-- [2:0-5-3,0-2-0], [5:0-3-2,0-2-0], [6:0-3-0,0-1-8], [14:0-2-8,0-1-8], [29:0-1-9,0-0-12], [32:0-1-9,0-0-12], [35:0-1-9,0-0-12], [44:0-1-13,0-0-8] 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 0.68 0.72 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.56 0.01 (loc) 11-12 11-12 11 l/defl >999 >491 n/a L/d 240 180 n/a PLATES MT20 Weight: 363 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-16: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-13,6-13,6-12: 2x4 SPF No.2, 1-19,9-11: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-0-8 oc bracing: 16-20 4-2-4 oc bracing: 17-20. WEBS 1 Row at midpt 2-17, 4-17, 4-15, 4-13, 6-13, 8-12 REACTIONS.(lb/size)19=354/2-7-8, 11=1100/0-3-8, 16=1449/0-3-8 Max Horz 19=233(LC 8) Max Uplift 11=-23(LC 9) Max Grav 19=366(LC 13), 11=1100(LC 1), 16=1449(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-355/21, 4-5=-761/228, 5-6=-438/183, 6-8=-885/166, 1-19=-354/7, 9-11=-257/53 BOT CHORD 16-20=-1388/92, 17-20=-1290/109, 3-17=-469/125, 13-15=0/506, 12-13=0/480, 11-12=0/554 WEBS 2-17=-259/21, 17-21=0/560, 15-21=0/551, 17-22=-595/134, 4-22=-661/126, 5-13=-121/341, 6-12=0/398, 8-11=-826/73 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 6-3-3, Interior(1) 6-3-3 to 19-8-3, Exterior(2) 19-8-3 to 22-8-3, Interior(1) 22-8-3 to 23-7-13, Exterior(2) 23-7-13 to 26-7-13, Interior(1) 26-7-13 to 34-2-8 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) 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) 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T19 Truss Type PIGGYBACK BASE Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377469 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-wmamE4enqAFiN0fbis6gQFqaPN634KxDGvqgIazbhM1 Scale = 1:73.7 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 29 30 5x6 4x8 6x6 4x6 6x6 3x6 2x4 6x10 2x4 2x4 3x6 3x4 5x12 3x4 3x4 4x8 3x4 0-1-124-3-3 4-3-3 11-2-8 6-11-4 11-6-0 0-3-8 19-8-3 8-2-3 23-7-13 3-11-9 33-3-8 9-7-11 4-3-3 4-3-3 11-2-8 6-11-4 17-7-6 6-4-14 19-8-3 2-0-14 23-7-13 3-11-9 29-8-6 6-0-9 33-3-8 3-7-2 34-2-8 0-11-0 1-2-46-0-48-7-012-10-01-7-04-3-012-10-014.00 12 Plate Offsets (X,Y)-- [2:0-5-3,0-2-0], [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 0.71 0.65 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.61 0.02 (loc) 11-12 11-12 11 l/defl >999 >431 n/a L/d 240 180 n/a PLATES MT20 Weight: 192 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-15: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,5-14,6-14,6-12: 2x4 SPF No.2, 1-18,9-11: 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.): 2-4, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-0-1 oc bracing: 15-16. WEBS 1 Row at midpt 2-16, 4-16, 4-14, 6-14, 8-12 REACTIONS.(lb/size)18=455/0-5-8, 15=1486/0-7-0, 11=1048/0-3-8 Max Horz 18=233(LC 8) Max Uplift 11=-22(LC 9) Max Grav 18=469(LC 13), 15=1486(LC 1), 11=1048(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-473/26, 4-5=-673/237, 5-6=-387/172, 6-8=-819/164, 1-18=-455/12, 9-11=-260/51 BOT CHORD 16-17=-137/259, 15-16=-1410/111, 3-16=-469/116, 12-14=0/437, 11-12=0/519 WEBS 2-16=-344/26, 14-16=0/494, 4-16=-634/126, 4-14=-288/147, 5-14=-141/326, 6-12=-21/362, 8-11=-755/73 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 4-3-3, Exterior(2) 4-3-3 to 7-3-3, Interior(1) 7-3-3 to 19-8-3, Exterior(2) 19-8-3 to 22-8-3, Interior(1) 22-8-3 to 23-7-13, Exterior(2) 23-7-13 to 26-7-13, Interior(1) 26-7-13 to 34-2-8 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) 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T20 Truss Type PIGGYBACK BASE Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377470 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Oz88SQfPbTNZ_AEnGadvySNkYnSzpoMNVZZDq0zbhM0 Scale = 1:75.8 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 29 30 4x6 4x8 6x6 4x6 6x6 3x6 2x4 5x12 3x4 2x4 3x6 3x4 5x12 3x4 3x4 4x8 3x4 0-1-125-3-3 5-3-3 14-0-8 8-9-5 14-3-4 0-2-12 18-7-6 4-4-2 19-8-3 1-0-14 23-7-13 3-11-9 33-3-8 9-7-11 5-3-3 5-3-3 14-0-8 8-9-5 18-7-6 4-6-14 19-8-3 1-0-14 23-7-13 3-11-9 29-8-6 6-0-9 33-3-8 3-7-2 34-3-8 1-0-0 1-2-47-2-48-7-012-10-01-7-04-3-012-10-014.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [2:0-5-3,0-2-0], [5:0-3-2,0-2-0], [6:0-3-0,0-1-8], [16:0-5-4,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.81 0.67 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.58 0.01 (loc) 11-12 11-12 11 l/defl >994 >395 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 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-16,4-14,5-14,6-14,6-12: 2x4 SPF No.2, 1-18,9-11: 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.): 2-4, 5-6. BOT CHORD Rigid ceiling directly applied or 4-9-10 oc bracing. WEBS 1 Row at midpt 2-16, 4-14, 6-14, 8-12 REACTIONS.(lb/size)18=621/0-5-8, 15=1500/0-5-8, 11=937/0-3-8 Max Horz 18=234(LC 8) Max Uplift 11=-27(LC 9) Max Grav 18=631(LC 13), 15=1500(LC 1), 11=937(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-669/39, 4-5=-408/249, 5-6=-257/174, 6-8=-683/160, 1-18=-625/23, 9-11=-255/56 BOT CHORD 17-18=-237/259, 16-17=-105/376, 15-16=-1446/93, 3-16=-511/126, 12-14=0/349, 11-12=0/445 WEBS 2-17=0/300, 2-16=-412/23, 14-16=-23/331, 4-16=-439/150, 6-14=-332/0, 6-12=-8/393, 1-17=-1/332, 8-11=-631/66 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 5-3-3, Exterior(2) 5-3-3 to 8-3-3, Interior(1) 8-3-3 to 19-8-3, Exterior(2) 19-8-3 to 22-8-3, Interior(1) 22-8-3 to 23-7-13, Exterior(2) 23-7-13 to 26-7-13, Interior(1) 26-7-13 to 34-3-8 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) 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T21 Truss Type PIGGYBACK BASE Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377471 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-s9hWfmg2MnVQcJp_qH88Vgvx8Bo7YGlWjDJnMSzbhM? Scale = 1:73.5 1 2 3 4 5 6 7 8 9 18 16 15 14 13 12 11 10 19 20 21 22 23 24 25 17 26 27 28 29 6x8 4x8 6x6 5x8 3x6 2x4 5x12 2x4 2x4 3x6 3x4 3x8 3x4 3x4 4x8 3x4 0-1-121-4-0 1-4-0 6-3-3 4-11-3 14-0-8 7-9-5 14-3-4 0-2-12 19-7-6 5-4-2 19-8-3 0-0-14 23-7-13 3-11-9 33-3-8 9-7-11 6-3-3 6-3-3 14-0-8 7-9-5 19-7-6 5-6-14 19-8-3 0-0-14 23-7-13 3-11-9 29-8-6 6-0-9 33-3-8 3-7-2 34-2-8 0-11-0 1-2-48-4-48-7-012-10-01-7-04-3-012-10-014.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-5-3,0-2-0], [5:0-2-12,0-2-12], [15:0-4-0,0-2-4] 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-MS 0.69 0.68 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.57 0.02 (loc) 10-11 10-11 10 l/defl >996 >396 n/a L/d 240 180 n/a PLATES MT20 Weight: 196 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-15,5-13,5-11,4-13: 2x4 SPF No.2, 1-18,8-10: 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 Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-10-7 oc bracing: 14-15 6-0-0 oc bracing: 13-14. 1 Row at midpt 3-15 WEBS 1 Row at midpt 2-15, 4-15, 5-13, 7-11, 4-13 REACTIONS.All bearings 0-3-8 except (jt=length) 18=1-7-8, 14=0-5-8. (lb) - Max Horz 18=230(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 18, 10, 17 Max Grav All reactions 250 lb or less at joint(s) 17 except 18=665(LC 1), 14=1450(LC 1), 10=968(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-675/97, 4-5=-308/199, 5-7=-726/184, 1-18=-623/72, 8-10=-259/58 BOT CHORD 17-18=-232/275, 16-17=-232/275, 15-16=-85/358, 14-15=-1396/38, 3-15=-471/110, 11-13=0/381, 10-11=0/468 WEBS 2-16=0/271, 2-15=-374/9, 13-15=0/390, 4-15=-393/93, 5-13=-259/0, 5-11=-2/388, 1-16=-44/266, 7-10=-664/90 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-3-3, Exterior(2) 6-3-3 to 9-3-3, Interior(1) 9-3-3 to 23-7-13, Exterior(2) 23-7-13 to 26-7-13, Interior(1) 26-7-13 to 34-2-8 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) 18, 10, 17. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T22 Truss Type PIGGYBACK BASE Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377472 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-KLFvs6hg75eHETOAO?fN1tS61b8VHjRfyt2KuuzbhM_ Scale = 1:73.8 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 3x6 4x6 3x6 4x6 3x6 2x4 3x6 3x4 3x6 3x8 4x10 6x10 3x4 3x4 4x8 3x4 3x6 3x4 1-2-0 1-2-0 1-4-12 0-2-12 6-4-1 4-11-5 14-0-8 7-8-7 14-3-4 0-2-12 23-7-13 9-4-9 33-3-8 9-7-11 1-4-12 1-4-12 6-4-1 4-11-5 14-0-8 7-8-7 18-10-2 4-9-10 23-7-13 4-9-10 29-8-6 6-0-9 33-3-8 3-7-2 34-2-8 0-11-0 1-2-48-7-012-10-01-7-04-3-012-10-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [7:0-3-2,0-2-0], [13:0-4-8,0-2-0], [16:0-7-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.68 0.67 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.52 0.01 (loc) 12-13 12-13 12 l/defl >999 >437 n/a L/d 240 180 n/a PLATES MT20 Weight: 189 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* 4-17,13-16,6-13,7-13: 2x4 SPF No.2, 1-19,10-12: 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.): 3-7. BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. Except: 1 Row at midpt 4-16 WEBS 1 Row at midpt 3-17, 6-16, 6-13, 9-13 REACTIONS.(lb/size)15=1345/0-5-8, 18=692/0-5-8, 12=935/0-3-8 Max Horz 18=233(LC 8) Max Uplift 18=-46(LC 9), 12=-55(LC 9) Max Grav 15=1345(LC 1), 18=697(LC 13), 12=935(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-521/118, 3-4=-265/130, 6-7=-350/191, 7-9=-688/190, 10-12=-252/58 BOT CHORD 15-16=-1280/30, 4-16=-581/85, 12-13=-2/449 WEBS 13-16=-9/355, 6-16=-399/71, 2-18=-687/133, 2-17=-10/282, 9-12=-635/96 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 6-4-1, Exterior(2) 6-4-1 to 10-7-0, Interior(1) 10-7-0 to 23-7-13, Exterior(2) 23-7-13 to 27-10-11, Interior(1) 27-10-11 to 34-2-8 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) 18, 12. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T23 Truss Type PIGGYBACK BASE Qty 4 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377473 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-KLFvs6hg75eHETOAO?fN1tS6ab88Hekfyt2KuuzbhM_ Scale = 1:73.5 1 2 3 4 5 10 9 8 7 6 12 11 13 14 19 15 16 17 18 6x6 4x6 2x4 3x4 3x6 3x4 3x6 3x6 3x6 3x8 3x8 3x4 3x8 0-3-8 0-3-8 7-11-6 7-7-14 15-7-5 7-7-14 25-0-0 9-4-11 7-11-6 7-11-6 15-7-5 7-7-14 21-7-14 6-0-9 25-0-0 3-4-2 12-6-86-8-412-10-01-10-86-1-1212-10-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [11:0-1-0,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.65 0.69 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.51 0.01 (loc) 6-7 6-7 6 l/defl >999 >575 n/a L/d 240 180 n/a PLATES MT20 Weight: 155 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* 2-9,2-7,3-7: 2x4 SPF No.2, 5-6: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. 6-0-0 oc bracing: 1-12 WEBS 1 Row at midpt 2-11, 2-9, 2-7, 4-7 REACTIONS.(lb/size)6=1149/Mechanical, 12=1114/0-3-0 Max Horz 12=-281(LC 9) Max Uplift 12=-39(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-564/178, 3-4=-1011/161 BOT CHORD 11-12=-985/2, 7-9=0/531, 6-7=-38/590 WEBS 9-11=0/696, 2-11=-677/237, 3-7=-7/297, 4-6=-995/109 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) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 15-7-5, Exterior(2) 15-7-5 to 18-7-5, Interior(1) 18-7-5 to 24-10-4 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 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T24 Truss Type PIGGYBACK BASE Qty 3 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377474 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-oYpH4ShIuOm8rdzMxiBca5_Gy_T_05lpBXotQLzbhLz Scale = 1:73.5 1 2 3 4 5 6 7 12 11 10 9 8 14 13 15 16 23 17 18 19 20 21 22 6x6 4x6 3x6 3x4 3x6 3x6 3x6 3x6 3x6 3x8 3x8 3x4 4x6 3x4 0-3-8 0-3-8 7-11-6 7-7-14 15-7-5 7-7-14 25-3-0 9-7-11 7-11-6 7-11-6 15-7-5 7-7-14 21-7-14 6-0-9 25-3-0 3-7-2 26-2-0 0-11-0 12-6-86-8-412-10-01-7-06-1-1212-10-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [13:0-1-0,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.67 0.71 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.56 0.01 (loc) 8-9 8-9 8 l/defl >999 >528 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 2x3 SPF No.2 *Except* 2-11,2-9,3-9: 2x4 SPF No.2, 6-8: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. 6-0-0 oc bracing: 1-14 WEBS 1 Row at midpt 2-13, 2-11, 2-9, 5-9 REACTIONS.(lb/size)8=1225/0-3-8, 14=1125/0-3-0 Max Horz 14=-325(LC 9) Max Uplift 8=-17(LC 9), 14=-36(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-577/183, 3-5=-1032/169, 6-8=-264/58 BOT CHORD 13-14=-995/0, 9-11=0/537, 8-9=0/631 WEBS 11-13=0/704, 2-13=-685/250, 3-9=-13/308, 5-8=-967/76 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) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 15-7-5, Exterior(2) 15-7-5 to 18-7-5, Interior(1) 18-7-5 to 26-2-0 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) 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) 8, 14. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T25 Truss Type ROOF SPECIAL Qty 4 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377475 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-HkNfHoiwfiu?TnYZVPir7IXUPOrulguyPBXRynzbhLy Scale = 1:81.6 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 18 19 3x6 4x6 3x6 3x4 6x10 6x10 3x4 2x4 2x4 5x8 5x8 5-5-8 5-5-8 13-6-0 8-0-8 18-11-8 5-5-8 -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 1-7-412-7-151-7-43-5-1414.00 12 8.38 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [8: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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.50 0.61 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.63 0.21 (loc) 11-12 11-12 10 l/defl >681 >354 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 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* 2-13,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=895/0-5-8, 10=895/0-5-8 Max Horz 13=-280(LC 7) Max Uplift 13=-15(LC 9), 10=-15(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1417/3, 4-5=-1400/257, 5-6=-1400/252, 6-8=-1417/5, 2-13=-909/106, 8-10=-909/133 BOT CHORD 12-13=-339/400, 11-12=-102/443 WEBS 5-11=-162/971, 6-11=-303/283, 5-12=-183/971, 4-12=-303/282, 2-12=0/824, 8-11=0/824 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) 13, 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) 13, 10. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T26 Truss Type ROOF SPECIAL Qty 3 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377476 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-lwx1V7jYQ00s5x7l37D4fW4f9oA7U546erH_UDzbhLx Scale = 1:81.6 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 3x6 4x6 5x8 3x4 6x10 6x10 3x4 2x4 2x4 5x8 5-5-8 5-5-8 13-6-0 8-0-8 18-11-8 5-5-8 -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 1-7-412-7-151-7-43-5-1414.00 12 8.38 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [7: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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.50 0.61 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.63 0.21 (loc) 9-10 9-10 8 l/defl >680 >354 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=897/0-5-8, 8=829/0-5-8 Max Horz 11=270(LC 8) Max Uplift 11=-14(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1421/72, 4-5=-1404/326, 5-6=-1419/329, 6-7=-1422/67, 2-11=-911/141, 7-8=-835/104 BOT CHORD 10-11=-328/382, 9-10=-88/444 WEBS 5-9=-228/991, 6-9=-321/296, 5-10=-242/973, 4-10=-304/282, 2-10=0/827, 7-9=0/849 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) 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T27 Truss Type ROOF SPECIAL Qty 2 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377477 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-D6VPiTkABJ8ji5ixdqkJCjcrZCWVDZEFtV0X1gzbhLw Scale = 1:79.7 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 18 5x8 4x8 5x6 6x10 6x10 3x4 2x4 2x4 2x4 2x4 0-9-40-2-8 0-2-8 5-0-0 4-9-8 13-0-8 8-0-8 18-6-0 5-5-8 5-0-0 5-0-0 9-0-4 4-0-4 13-0-8 4-0-4 18-6-0 5-5-8 2-0-712-7-150-10-81-7-43-5-1414.00 12 8.38 12 Plate Offsets (X,Y)-- [1:Edge,0-2-7], [3:Edge,0-2-0], [5:0-2-8,0-1-8] 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 0.39 0.60 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.61 0.18 (loc) 7-8 7-8 6 l/defl >692 >359 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 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* 5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=813/0-5-8, 12=801/0-1-8 Max Horz 12=241(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1318/46, 2-3=-1328/296, 3-4=-1386/320, 4-5=-1389/57, 5-6=-818/101 BOT CHORD 8-9=-183/262, 7-8=-80/428 WEBS 2-8=-301/277, 3-8=-209/894, 3-7=-227/979, 4-7=-321/297, 5-7=0/826, 1-8=0/691, 1-12=-818/46 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) 0-3-12 to 3-3-12, Interior(1) 3-3-12 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T28 Truss Type ROOF SPECIAL Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377478 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-D6VPiTkABJ8ji5ixdqkJCjcu7CWVDZKFtV0X1gzbhLw Scale = 1:75.6 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 0-1-40-3-8 0-3-8 5-0-0 4-8-8 13-0-8 8-0-8 17-9-0 4-8-8 18-0-8 0-3-8 5-0-0 5-0-0 9-0-4 4-0-4 13-0-8 4-0-4 17-9-0 4-8-8 18-0-8 0-3-8 1-3-32-0-712-6-120-9-41-3-30-10-82-0-73-4-1014.00 12 8.38 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [5: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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.23 0.60 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.60 0.15 (loc) 8-9 8-9 15 l/defl >696 >358 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* 1-12,5-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=780/0-1-8, 15=780/0-1-8 Max Horz 14=209(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1285/53, 2-3=-1292/298, 3-4=-1292/297, 4-5=-1285/60 BOT CHORD 9-10=-154/291, 8-9=-40/412, 7-8=-49/252 WEBS 3-8=-198/880, 4-8=-293/271, 3-9=-213/880, 2-9=-293/270, 1-9=0/615, 5-8=0/615, 1-14=-805/44, 5-15=-805/38 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss T29 Truss Type MONOPITCH Qty 7 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377479 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-hJ3nwploydGaKEH7AYFYkx9_mcw9y5AO69m5Z6zbhLv Scale = 1:53.9 2 3 4 6 5 1 2x4 2x4 5x12 5x6 2x4 0-5-8 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 7-1-8 3-0-6 0-7-138-10-18-3-23-0-014.00 12 14.00 12 Plate Offsets (X,Y)-- [2:0-9-1,Edge], [6:0-3-0,0-3-8] 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-MP 0.56 0.38 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.19 -0.23 0.48 (loc) 6 6 5 l/defl >432 >357 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 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 Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.(lb/size)1=299/MECHANICAL, 5=279/0-5-8 Max Horz 1=231(LC 8) Max Uplift 5=-96(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-473/104, 3-4=-397/178, 4-5=-250/413 WEBS 3-6=-437/357 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) 0-2-12 to 3-0-2, Interior(1) 3-0-2 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) 1, 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 capable of withstanding 100 lb uplift at joint(s) 5. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 7 Heritage at Springmill Job Reference (optional) I36377480 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-9VcA79lRjxOQyOrKkFmnH8iFN?BDhOpYKpVe5YzbhLu Scale = 1:24.7 1 2 3 4 5 61516 17 18 5x12 3x4 4x6 5x12 3x4 3x12 4-9-8 4-9-8 9-7-0 4-9-8 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 0.18 0.65 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.01 (loc) 6-9 6-9 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=2749/0-3-8, 5=2648/0-3-8 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=-2938/0, 3-5=-2941/0 BOT CHORD 1-6=0/2484, 5-6=0/2484 WEBS 3-6=0/2697 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 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=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) 1129 lb down at 1-8-4, 1129 lb down at 3-8-4, 70 lb down and 68 lb up at 3-9-8, 1129 lb down at 5-8-4, and 70 lb down and 68 lb up at 5-9-8, and 1129 lb down at 7-8-4 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: 15=-1129(B) 16=-1187(B=-1129) 17=-1187(B=-1129) 18=-1129(B) March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss TG02 Truss Type HALF HIP GIRDER Qty 2 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377481 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-9VcA79lRjxOQyOrKkFmnH8iFf?LkhZ1YKpVe5YzbhLu 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 0.04 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=165/0-3-8, 5=70/0-1-8 Max Horz 7=86(LC 4) Max Uplift 7=-11(LC 7), 5=-51(LC 4) Max Grav 7=165(LC 1), 5=71(LC 12) 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) 41 lb down and 32 lb up at 1-4-6 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: 6=5(F) March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377482 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-dhAYKVm3UEWHZYQWIzI0qMEDxPbpQv3hZTFCd?zbhLt Scale = 1:58.0 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 4x6 4x6 4x6 3x4 4x6 4x8 3x6 3x6 6x8 2x4 4x6 4x8 0-1-06-5-8 6-5-8 13-4-4 6-10-12 20-3-0 6-10-12 23-3-0 3-0-0 -0-11-0 0-11-0 6-5-8 6-5-8 9-11-0 3-5-8 15-1-0 5-2-0 20-3-0 5-2-0 23-3-0 3-0-0 24-2-0 0-11-0 1-7-05-0-09-1-71-7-05-0-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [6:0-3-14,0-2-0] 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-MS 0.96 0.43 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.16 0.03 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 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* 3-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-15 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 5-10 REACTIONS.(lb/size)14=1193/0-3-8, 9=1429/0-3-8 Max Horz 14=-203(LC 5) Max Uplift 14=-167(LC 7), 9=-470(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1155/223, 3-4=-1086/253, 4-5=-1711/488, 5-6=-818/339, 6-7=-1283/466, 2-14=-1125/191, 7-9=-1409/474 BOT CHORD 13-14=-203/306, 11-13=-311/1546, 10-11=-427/1582 WEBS 3-13=-273/1241, 4-13=-1501/450, 4-11=-233/316, 5-11=-72/385, 5-10=-1039/203, 6-10=-306/705, 2-13=-135/514, 7-10=-294/849 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) 14=167, 9=470. 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) 257 lb down and 58 lb up at 12-11-12, 106 lb down and 105 lb up at 13-8-4, 105 lb down and 109 lb up at 15-8-4, 105 lb down and 109 lb up at 17-8-4, and 105 lb down and 109 lb up at 19-8-4, and 91 lb down and 119 lb up at 21-8-4 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, 4-6=-60, 6-7=-60, 7-8=-60, 9-14=-20 Concentrated Loads (lb) Vert: 16=-257(B) 17=-90 18=-79 19=-79 20=-79 21=-74 March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss TG04 Truss Type HIP GIRDER Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377483 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-5ukwYrnhFYe8Bi?isgpFMZnUzpvg9RKro7_lARzbhLs 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 Rigid ceiling directly applied or 8-5-2 oc bracing. REACTIONS.(lb/size)2=853/0-3-8, 7=854/0-3-8 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=-897/700, 5-7=-1084/783 BOT CHORD 2-11=-624/890, 9-11=-638/897, 7-9=-619/890 WEBS 4-11=-346/405, 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) 43 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 43 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=-25 23=-32 24=-32 25=-25 March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss TG05 Truss Type FLAT GIRDER Qty 1 Ply 2 7 Heritage at Springmill Job Reference (optional) I36377484 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-5ukwYrnhFYe8Bi?isgpFMZnP0pxj9Epro7_lARzbhLs Scale = 1:24.4 1 2 3 6 5 4 7 8 9 10 3x6 3x6 4x6 2x4 4x6 3x12 7-2-0 7-2-0 14-4-0 7-2-0 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 Rigid ceiling 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 March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss TG06 Truss Type HIP GIRDER Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377485 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Z4IIlBoJ?sm?psavPNKUvmKh7DKKurM_1nkIitzbhLr Scale = 1:30.6 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 3x6 4x10 4x8 3x6 2x4 2x4 3x6 3x8 0-1-03-11-2 3-11-2 10-6-6 6-7-3 14-11-8 4-5-2 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 Rigid ceiling 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 March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V01 Truss Type Valley Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377486 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-2GsgzXoxm9usR095z5rjR_suUdgZdNY8FRTsEJzbhLq Scale = 1:25.0 1 2 3 4 7 6 5 8 2x4 5x6 5x6 2x4 2x4 2x4 2x4 0-1-123-6-8 3-6-8 4-7-1 1-0-9 5-7-0 0-11-15 3-6-8 3-6-8 4-7-1 1-0-9 5-7-0 0-11-15 0-0-43-11-134-1-92-11-103-11-1314.00 12 Plate Offsets (X,Y)-- [2:0-4-8,Edge], [3:0-4-8,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-P 0.36 0.17 0.05 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: 19 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 5-7-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 5-7-0. (lb) - Max Horz 1=98(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7, 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) 0-2-11 to 3-2-11, Interior(1) 3-2-11 to 3-6-8, Exterior(2) 3-6-8 to 5-5-12 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) 1, 5, 7, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V02 Truss Type Valley Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377487 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-2GsgzXoxm9usR095z5rjR_syddhCdNx8FRTsEJzbhLq Scale = 1:13.6 1 2 3 4 6 5 2x4 3x4 4x6 2x4 2x4 2x4 0-1-120-0-3 0-0-3 2-2-3 2-1-15 4-7-0 2-4-14 1-10-5 1-10-5 2-2-3 0-3-13 4-7-0 2-4-14 0-0-41-7-132-2-11-7-1314.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0] 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 0.10 0.07 0.02 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: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 2-3: 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=80/4-6-13, 5=85/4-6-13, 6=176/4-6-13 Max Horz 1=49(LC 8) Max Uplift 5=-10(LC 5), 6=-11(LC 6) Max Grav 1=80(LC 1), 5=86(LC 14), 6=176(LC 1) 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) 0-2-11 to 2-2-3, Interior(1) 2-2-3 to 4-5-12 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) 5, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V03 Truss Type Valley Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377488 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-WTQ3AspZXT0j29kHXoMy_BP8h02wMqZHU5DPmmzbhLp Scale = 1:7.8 1 2 3 2x4 2x4 2x4 0-0-3 0-0-3 1-8-11 1-8-7 0-10-5 0-10-5 1-8-11 0-10-5 0-0-41-0-10-0-414.00 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 0.02 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 1-8-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=51/1-8-4, 3=51/1-8-4 Max Horz 1=-15(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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V04 Truss Type Valley Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377489 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-WTQ3AspZXT0j29kHXoMy_BP6i012MqZHU5DPmmzbhLp Scale = 1:17.1 1 2 3 2x4 2x4 2x4 2-4-14 2-4-14 0-0-42-9-1114.00 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 0.14 0.09 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 2-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=83/2-4-14, 3=83/2-4-14 Max Horz 1=67(LC 6) Max Uplift 3=-31(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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V05 Truss Type Valley Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377490 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-_f_ROCqBIn8agJJU5WtBXPyJ4QOK5HpQjlyzJCzbhLo Scale = 1:11.1 1 2 3 2x4 2x4 2x4 1-4-14 1-4-14 0-0-41-7-1114.00 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 0.04 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 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 1-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=43/1-4-10, 3=43/1-4-10 Max Horz 1=35(LC 6) Max Uplift 3=-16(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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V06 Truss Type Valley Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377491 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-_f_ROCqBIn8agJJU5WtBXPy8LQAG5HpQjlyzJCzbhLo Scale = 1:25.3 1 2 3 4 5 2x4 2x4 2x4 7-2-4 7-2-4 0-0-44-2-57.00 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 0.73 0.92 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 Rigid ceiling directly applied. REACTIONS.(lb/size)1=262/7-2-4, 3=262/7-2-4 Max Horz 1=107(LC 6) Max Uplift 3=-5(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 7-1-0 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) 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V07 Truss Type Valley Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377492 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-SrYpbYrq34GRITugeDOQ3cURhqiYqk3axPiWrezbhLn Scale = 1:12.2 1 2 3 2x4 2x4 2x4 3-2-4 3-2-4 0-0-41-10-57.00 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 0.24 0.15 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 3-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=107/3-2-4, 3=107/3-2-4 Max Horz 1=44(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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V08 Truss Type VALLEY Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377493 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-SrYpbYrq34GRITugeDOQ3cUPPqfxqk3axPiWrezbhLn Scale = 1:23.3 1 2 3 5 4 6 3x6 3x4 3x4 2x4 -0-11-0 0-11-0 4-9-0 4-9-0 1-3-114-0-157.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [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 0.32 0.32 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=250/4-9-0, 4=175/4-9-0 Max Horz 5=111(LC 6) Max Uplift 5=-13(LC 9), 4=-27(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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V09 Truss Type Valley Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377494 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-w25BpurSqOOIvdTsCxwfcq1cyE26ZBJjA3R3N5zbhLm Scale = 1:11.6 1 2 3 2x4 2x4 2x4 2-11-15 2-11-15 0-0-41-8-157.00 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-P 0.21 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 2-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=100/2-11-15, 3=100/2-11-15 Max Horz 1=41(LC 8) 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V10 Truss Type Valley Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377495 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-w25BpurSqOOIvdTsCxwfcq1cwE26ZBJjA3R3N5zbhLm Scale = 1:19.6 1 2 3 2x4 2x4 2x4 2-9-15 2-9-15 0-0-43-3-1014.00 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 0.21 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: 8 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 2-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=100/2-9-12, 3=100/2-9-12 Max Horz 1=81(LC 6) Max Uplift 3=-38(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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V10A Truss Type Valley Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377496 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-OEfZ0Es4biX9Xn12meRu81akZeMLIeZtPiBdvXzbhLl Scale = 1:25.5 1 2 3 4 2x4 2x4 2x4 3-9-15 3-9-15 0-0-44-5-1014.00 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 0.41 0.26 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 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 3-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=140/3-9-12, 3=140/3-9-12 Max Horz 1=114(LC 6) Max Uplift 3=-53(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) 0-2-11 to 3-2-11, Interior(1) 3-2-11 to 3-8-11 zone; cantilever left and right exposed ; end 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V11 Truss Type Valley Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377497 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-OEfZ0Es4biX9Xn12meRu81apleQgIeZtPiBdvXzbhLl Scale = 1:13.7 1 2 3 2x4 2x4 2x4 1-9-15 1-9-15 0-0-42-1-1014.00 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 0.07 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 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 1-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=60/1-9-12, 3=60/1-9-12 Max Horz 1=49(LC 6) Max Uplift 3=-23(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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V12 Truss Type Valley Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377498 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-sQDyDatiM?f09xcFKMy7hF6xJ1jp13i0eMwASzzbhLk Scale = 1:39.9 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 0.18 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-4-15. (lb) - Max Horz 1=192(LC 6) 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=-257/108 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V13 Truss Type Valley Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377499 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-sQDyDatiM?f09xcFKMy7hF6t71gO14p0eMwASzzbhLk 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 0.34 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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V14 Truss Type Valley Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377500 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-KdnKRwuK7Jntm4BRt3TMESf1LR0jmY2As0gj_PzbhLj 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 0.33 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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V15 Truss Type Valley Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377501 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-KdnKRwuK7Jntm4BRt3TMESf1_RxImY2As0gj_PzbhLj Scale = 1:22.1 1 2 3 4 5 2x4 2x4 2x4 6-2-9 6-2-9 0-0-43-7-87.00 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 0.54 0.68 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: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=226/6-2-2, 3=226/6-2-2 Max Horz 1=92(LC 6) Max Uplift 3=-5(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) 0-5-10 to 3-5-10, Interior(1) 3-5-10 to 6-1-5 zone; cantilever left and right exposed ; end 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V16 Truss Type Valley Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377502 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LAV3YQqpyn76MSlyiRDocQy58Dv-ppLieGvyudvjOEmdRm_bmgCImrQaV?IJ5gPHWszbhLi Scale = 1:10.6 1 2 3 2x4 2x4 2x4 2-7-13 2-7-13 0-0-41-6-97.00 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 0.15 0.10 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 2-7-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=86/2-7-6, 3=86/2-7-6 Max Horz 1=35(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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V17 Truss Type Valley Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377503 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-ppLieGvyudvjOEmdRm_bmgCGHrO_V?IJ5gPHWszbhLi 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 0.20 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 3-6-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling 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 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V18 Truss Type Valley Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377504 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-H?v4scvbfw1a0OLq?UVqJtkPxFj3ESkSKK9q2IzbhLh Scale = 1:26.6 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 0.27 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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V19 Truss Type Valley Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377505 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-H?v4scvbfw1a0OLq?UVqJtkV?FnmESYSKK9q2IzbhLh Scale = 1:12.7 1 2 3 2x4 2x4 2x4 1-7-15 1-7-15 0-0-41-11-414.00 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 0.06 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 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 1-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=53/1-7-11, 3=53/1-7-11 Max Horz 1=43(LC 8) Max Uplift 3=-20(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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V20 Truss Type VALLEY Qty 2 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377506 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-lBTS3xwDQE9RdYw0YB03r5HVZfzRzvKcY_uObkzbhLg 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 2-11-0 2-11-0 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 0.65 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 Rigid ceiling 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. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V21 Truss Type VALLEY Qty 2 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377507 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-DO0rHHxrBYHIFiVC6vYIOIqn62QtiLilneex7BzbhLf Scale = 1:27.9 1 2 3 4 5 8 7 6 3x4 3x4 3x4 3x4 3x4 2x4 2-11-0 2-11-0 -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)-- [2:Edge,0-1-12], [4:Edge,0-1-12], [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 0.27 0.25 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 16 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 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=95/2-11-0, 6=91/2-11-0, 7=103/2-11-0 Max Horz 8=125(LC 8) Max Uplift 8=-92(LC 9), 6=-96(LC 9) Max Grav 8=126(LC 8), 6=121(LC 7), 7=164(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) 8, 6. THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V22 Truss Type VALLEY Qty 2 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377508 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-DO0rHHxrBYHIFiVC6vYIOIqrR2TBiMplneex7BzbhLf Scale: 3/4"=1' 1 2 3 4 5 8 7 6 2x4 2x4 3x4 2x4 2x4 2x4 2-11-0 2-11-0 -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 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 0.06 0.04 0.02 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: 10 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 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=99/2-11-0, 6=96/2-11-0, 7=94/2-11-0 Max Horz 8=65(LC 8) Max Uplift 8=-56(LC 9), 6=-57(LC 9) Max Grav 8=99(LC 13), 6=96(LC 1), 7=94(LC 1) 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) 8, 6. March 12,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_Heritage_at_Springmill Truss V23 Truss Type GABLE Qty 1 Ply 1 7 Heritage at Springmill Job Reference (optional) I36377509 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 11:49:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-haaDUdyTyrP9ts4Pgc3XxWM?ZSpRRpuv0INUfdzbhLe Scale = 1:26.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 8 13 12 11 10 9 7 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-2-53-2-8 3-2-8 7-2-15 4-0-7 3-2-8 3-2-8 7-2-15 4-0-7 3-0-74-0-64-2-110-4-13-8-50-4-10-2-54-2-117.00 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 0.10 0.04 0.03 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: 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 7-2-15 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-4, 4-10, 5-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 7-2-15. (lb) - Max Horz 13=-74(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 13, 4, 10, 8, 7, 12, 11, 9 Max Grav All reactions 250 lb or less at joint(s) 13, 4, 10, 8, 12, 11, 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) 0-1-4 to 6-4-8 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) 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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 4, 10, 8, 7, 12, 11, 9. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 13, 4, 10, 8, 7, 12, 11, 9. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. March 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