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HomeMy WebLinkAboutI35669827.17_Heritage_at_Spring_Mill16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). December 26,2018 Vance, Jeff Pages or sheets covered by this seal: I35669827 thru I35669929 My license renewal date for the state of Indiana is July 31, 2020. 17_Heritage_at_Spring_Mill 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: 17 Heritage at Spring Mill 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss GE02 Truss Type GABLE Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669827 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:03:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-IqpMtc?O9RyXTCn2e0ki1pBl25oRNkIj5q2i3ay57YK Scale = 1:40.5 Sheet Front Full Sheathing1 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss GE03 Truss Type GABLE Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669828 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:03:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-m0Nk4y00vl4O5MMECjGxZ1jwZV8x696sJUnFb0y57YJ Scale = 1:44.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 67 8 910 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss GE04 Truss Type GABLE Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669829 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:03:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-EDx6IH0eg3CFiVxQlRnA6EG08uQ1rc60Y7Xo7Sy57YI Scale = 1:73.8 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss GE05 Truss Type GABLE Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669830 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:03:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Ab3tiz2uCgSzyp5ptspeBfLO6i7_JSpI?R0vCLy57YG Scale = 1:80.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 67 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 5-5-85-5-8 13-6-08-0-8 18-11-85-5-8 -0-11-0 0-11-0 9-5-12 9-5-12 18-11-8 9-5-12 19-10-8 0-11-0 1-7-412-7-151-7-43-5-1414.00 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss GE06 Truss Type GABLE Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669831 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:03:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-eocFwJ3Wz_aqazf?RZKtktuZE6Rm2z4SE5lSkny57YF Scale = 1:55.0 Sheet Front Full Sheathing1 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss GR01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669832 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:03:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-7_Ad7f49kHigB7EB_Hr6G4QkQWs5nSPbTlV0GDy57YE Scale = 1:18.7 2 3 4 1 6 5 7 2x4 3x4 2-11-82-11-8 2-11-8 2-11-8 5-0-2 2-0-10 3-1-82-8-131-7-06.26 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.39 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 5 4-5 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD 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 December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss GR02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669833 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-bAk?L?4nVbqXpHpOY_MLpIzvAvCKWvfliPEZogy57YD Scale = 1:18.7 2 3 4 1 6 5 7 2x4 3x4 2-11-82-11-8 2-11-8 2-11-8 5-0-2 2-0-10 3-1-82-8-131-7-06.26 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.39 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 5 4-5 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD 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 December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss J01 Truss Type HALF HIP GIRDER Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669834 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-3NINYL5PGvyORQOa6iuaMVW7FJXwFMOuw3_7L6y57YC Scale = 1:19.8 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 3x4 2x4 1-6-01-6-0 3-0-01-6-0 -0-11-0 0-11-0 1-6-0 1-6-0 3-0-0 1-6-0 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(F) December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss J02 Truss Type JACK-CLOSED Qty 3 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669835 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-3NINYL5PGvyORQOa6iuaMVW2KJVGFMvuw3_7L6y57YC 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss J03 Truss Type JACK-CLOSED Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669836 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-XZsmmh611C4F2azmgPPpuj2DZjql_p919jjgtYy57YB 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss J04 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669837 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-x8XuOi8vK7Tqv2iLLXyWWLgnXwk8BAuUrhyKUty57Y8 Scale = 1:28.8 1 2 4 3 5 2x4 2x4 2x4 2x4 3-0-03-0-0 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 4) 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(B) December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss J05 Truss Type JACK-OPEN Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669838 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-x8XuOi8vK7Tqv2iLLXyWWLgnywt2BAuUrhyKUty57Y8 Scale = 1:19.9 1 2 5 3 4 3x4 3x6 2-1-72-1-7 -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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss J06 Truss Type JACK-OPEN Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669839 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-PK5Gb29Y5RbhXCHXvFTl2ZDy5KD_wd8d4Lhu0Jy57Y7 Scale = 1:19.9 1 2 5 3 4 3x4 3x6 1-6-01-6-0 -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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss J07 Truss Type JACK-OPEN Qty 5 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669840 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-uXffpOAAsljY9LskSy__bmm6ckY7f4OnJ?RRYmy57Y6 Scale = 1:22.91 2 3 5 4 2x4 3x6 3x6 3x6 2-0-02-0-0 2-0-0 2-0-0 2-11-0 0-11-0 3-7-83-11-00-3-81-7-014.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.38 0.22 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss J08 Truss Type HALF HIP GIRDER Qty 2 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669841 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-uXffpOAAsljY9LskSy__bmm9Ckb1f49nJ?RRYmy57Y6 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(F) December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss J09 Truss Type JACK-OPEN Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669842 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-mIv9emDgvzD_dz9Vho3wlcwoNLx9btOMEdPehXy57Y2 Scale = 1:16.6 1 2 5 3 4 2x4 3x4 0-3-140-3-14 2-1-111-9-13 -2-0-10 2-0-10 2-1-11 2-1-11 1-7-02-8-66.26 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.33 0.09 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss J10 Truss Type Jack-Open Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669843 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-EUTYs5EIgHLqF7khFVa9IqTz8lI5KKdWSH8CDzy57Y1 Scale = 1:16.6 2 3 4 1 5 2x4 2x4 2-1-112-1-11 2-1-11 2-1-11 4-2-5 2-0-10 2-7-102-8-72-3-111-7-06.26 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.33 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-11 oc purlins, except end verticals. BOT CHORD 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss J11 Truss Type JACK-CLOSED Qty 3 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669844 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-ig0w3RExRbThtGJupD5Or106p9bL3ntfhxulmPy57Y0 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss J12 Truss Type JACK-CLOSED Qty 2 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669845 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-ig0w3RExRbThtGJupD5Or107c9bl3ntfhxulmPy57Y0 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss J13 Truss Type JACK-CLOSED Qty 2 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669846 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-AtaIHnFZCubYUQu4NwddNFYKjZyKoEtowbdJIsy57Y? 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss J14 Truss Type HALF HIP Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669847 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-f38gU7GBzCjP6aTGwe8swS5WPyI6XhNy8FNsqIy57Y_ 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss J15 Truss Type JACK-OPEN Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669848 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-f38gU7GBzCjP6aTGwe8swS5YsyJgXhNy8FNsqIy57Y_ Scale = 1:14.5 1 2 5 3 4 2x4 2x4 2-2-132-2-13 -0-11-0 0-11-0 2-2-13 2-2-13 1-0-02-3-101-10-112-3-107.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.11 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc purlins, except end verticals. BOT CHORD 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss J16 Truss Type JACK-OPEN Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669849 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-7Fi2iTHpkWrGkk2SULf5SgejcMfvG8d5Nv6PMky57Xz Scale = 1:14.5 1 2 5 3 4 2x4 2x4 2-2-132-2-13 -0-11-0 0-11-0 2-2-13 2-2-13 1-0-02-3-101-10-112-3-107.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.11 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc purlins, except end verticals. BOT CHORD 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss M01 Truss Type MONOPITCH Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669850 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-bSGRvpHRVpz7Lucf23AK?tAk1mvX?XRFcZszuBy57Xy Scale = 1:63.3 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 6-6-86-6-8 12-9-86-3-0 14-3-81-6-0 17-10-03-6-8 -0-11-0 0-11-0 6-6-8 6-6-8 12-9-8 6-3-0 14-3-8 1-6-0 17-10-0 3-6-8 1-0-011-4-133-0-07.00 12 Plate Offsets (X,Y)-- [10:0-4-8,0-3-12], [11:0-2-12,0-2-0], [14:0-1-12,0-0-0], [14:Edge,0-8-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.70 0.41 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.13 0.08 (loc) 12-13 12-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-9,5-12: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-8: 2x4 SPF No.2, 2-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss M02 Truss Type MONOPITCH Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669851 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-3eqp79I3G75_z2BrbmhZY5juOAG?kvjOrDbWQdy57Xx Scale: 3/16"=1' 1 2 3 4 5 6 11 10 9 8 7 12 13 14 3x6 2x4 3x6 10x10 3x6 3x6 3x4 3x4 3x6 6-6-96-6-9 12-8-56-1-12 17-10-05-1-11 -0-11-0 0-11-0 6-6-9 6-6-9 12-8-5 6-1-12 17-10-0 5-1-11 1-0-011-4-137.00 12 Plate Offsets (X,Y)-- [11:0-1-12,0-0-0], [11:Edge,0-8-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.73 0.33 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss M03 Truss Type MONOPITCH Qty 2 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669852 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-XqOBKVJh1RErbBm19UCo4IF5MaaRTMqY3sL4y3y57Xw Scale = 1:69.4 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 3x6 5x8 6x6 3x4 3x6 4x8 3x6 3x4 3x6 3x4 3x6 8-8-58-8-5 9-0-60-4-1 16-4-07-3-10 18-7-02-3-0 -0-11-0 0-11-0 8-8-5 8-8-5 11-11-10 3-3-5 16-4-0 4-4-6 18-7-0 2-3-0 1-0-011-10-19-1-1211-10-17.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.58 0.51 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss M03A Truss Type MONOPITCH Qty 5 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669853 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-TDVxlALyZ2UZqVwQHuFG9jLPWNBJxGSqXAqA1yy57Xu Scale = 1:72.5 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 2-3-82-3-8 8-8-56-4-13 9-0-60-4-1 16-4-07-3-10 18-7-02-3-0 -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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss M05 Truss Type Roof Special Qty 7 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669854 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-xP3KyWLaJMcQSfVcqcmVixtjonhfgs6_lqZkZOy57Xt Scale = 1:19.41 2 3 5 4 6 7 2x4 2x4 2x4 2x4 3-11-03-11-0 3-11-0 3-11-0 4-10-0 0-11-0 2-11-153-3-70-3-81-0-07.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.19 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 4-5 4-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals. BOT CHORD 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss M06 Truss Type GABLE Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669855 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-QcdiAsMC4fkH3p4pOJHkF8QvAB1FPJt7_UJH5qy57Xs 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 17 Heritage at Spring Mill Job Reference (optional) I35669856 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-uoB4NCNqrzs7hzf?y1oznMz?KbFs8b6HD82reHy57Xr Scale = 1:66.4 1 2 3 4 8 7 6 5910111213141516171819 3x6 3x4 5x12 4x6 3x8 4x6 4x8 8-11-08-11-0 17-10-08-11-0 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=0/2643, 5-7=0/2643 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 December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 17 Heritage at Spring Mill Job Reference (optional) I35669856 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:24 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-uoB4NCNqrzs7hzf?y1oznMz?KbFs8b6HD82reHy57Xr LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-438(F) 10=-438(F) 11=-438(F) 13=-438(F) 14=-438(F) 15=-438(F) 17=-504(F) 18=-512(F) 19=-505(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss PB01 Truss Type GABLE Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669857 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-uoB4NCNqrzs7hzf?y1oznMz5bbOu8mcHD82reHy57Xr 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss PB02 Truss Type GABLE Qty 10 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669858 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-M_lSbYOScH__J7EBWkJCKZVGK_jItDrQSooOAjy57Xq Scale = 1:14.3 2 3 4 1 5 3x4 2x4 2x4 3-11-93-11-9 1-11-13 1-11-13 3-11-9 1-11-13 -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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss PB03 Truss Type GABLE Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669859 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-qAJqouO4Na6rwGoN3SqRsn2OLO37cfHagSXxi9y57Xp 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss PB04 Truss Type PIGGYBACK Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669860 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-INtD?EPj8uEiYQNad9LgP_bXuoMjL6Pjv6HVEby57Xo 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss PB05 Truss Type Piggyback Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669861 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-mZQbDaQLvCMZAaymBstvyC7lFCk_4Zgs8m02n2y57Xn 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss PB06 Truss Type PIGGYBACK Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669862 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-El_zQwRzgVUQokXylaO8UPgv?c2Rp_i0MQmbJUy57Xm 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss PB07 Truss Type Piggyback Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669863 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-El_zQwRzgVUQokXylaO8UPgwec34p_C0MQmbJUy57Xm Scale = 1:33.5 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss PB08 Truss Type Piggyback Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669864 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-iyYLeFSbRpcHPu69IHvN1dD4l?LrYO49b4V9rwy57Xl Scale = 1:39.0 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss PB09 Truss Type Piggyback Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669865 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-B86jrbSDC7k812hLs?QcZqlGlPllHshJqkFiNNy57Xk Scale = 1:45.4 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss PB10 Truss Type Piggyback Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669866 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-fKg63xTrzQs?fBGXQixr62IRNp590JvS3O_Gwpy57Xj Scale = 1:46.6 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T01 Truss Type PIGGYBACK BASE Qty 7 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669867 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-7XEUGHUTkk_sGLrk_QS5fFrSZDJoleEbH2kpSFy57Xi Scale = 1:72.8 12 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 9-7-119-7-11 13-7-53-11-9 23-3-09-7-11 -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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T01A Truss Type HIP Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669868 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-7XEUGHUTkk_sGLrk_QS5fFrU3DJXle3bH2kpSFy57Xi Scale = 1:67.5 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T01B Truss Type HIP Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669869 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-bjosTdV6V26juVQwX7zKBTNZ4dfzUEnlWiTM_iy57Xh Scale = 1:55.4 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T01C Truss Type ROOF SPECIAL Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669870 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-3vLEhzVkFLFaWf?65rVZkgwn70ygDesulMDwX8y57Xg Scale = 1:58.0 1 2 3 4 5 6 78 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T02 Truss Type COMMON Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669871 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-X6vcuJWM0fNQ7pZJfY0oGuTyiQQ1y9L2z0yT3ay57Xf Scale = 1:56.3 1 2 3 4 7 6 5 8 9 10 11 3x4 3x4 3x8 4x6 6x8 6x8 6-5-86-5-8 12-11-06-5-8 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T03 Truss Type ROOF SPECIAL Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669872 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-?IT?6fX_nzVHlz8VDFX1p5?HxqmbhbwBCgi1b0y57Xe Scale = 1:55.4 1 2 3 4 5 67 11 10 9 8 12 13 2x4 5x6 4x6 5x6 2x4 5x12 5x12 2x4 2x4 2-10-62-10-6 9-0-106-2-5 11-11-02-10-6 -0-11-0 0-11-0 2-10-6 2-10-6 5-11-8 3-1-2 9-0-10 3-1-2 11-11-0 2-10-6 12-10-0 0-11-0 1-7-08-6-71-7-03-0-014.00 12 14.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-7], [6:Edge,0-2-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.13 0.26 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T04 Truss Type ROOF SPECIAL Qty 6 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669873 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-?IT?6fX_nzVHlz8VDFX1p5?HqqndhaoBCgi1b0y57Xe Scale = 1:55.4 1 2 3 4 5 9 8 7 6 10 2x4 5x6 4x6 5x12 5x12 2x4 2x4 5x6 2x4 2-10-62-10-6 9-0-106-2-5 11-8-02-7-6 2-10-6 2-10-6 5-11-8 3-1-2 9-0-10 3-1-2 11-8-0 2-7-6 1-7-08-6-71-8-120-1-122-10-414.00 12 14.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-7], [5:Edge,0-2-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.14 0.25 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T05 Truss Type HALF HIP Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669874 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-TU1NJ_YcYGd8N6jhmz2GLJYNEE6IQ01LRKRa7Ty57Xd Scale = 1:47.4 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T06 Truss Type HALF HIP Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669875 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-yhblXKZEJal?_GItKgZVuW4W?eRV9TOUg_B7gvy57Xc Scale = 1:53.9 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T07 Truss Type HALF HIP Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669876 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Qt97kgZt4ttscQt4uO4kRkdeJ1lguyeduewhCLy57Xb Scale = 1:60.1 1 2 3 6 5 4 7 8 9 10 4x8 3x4 3x4 3x4 4x8 8x8 0-1-127-9-0 7-9-0 11-8-0 3-11-0 7-9-0 7-9-0 11-8-0 3-11-0 1-7-010-5-1210-7-810-5-1214.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-5-3,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.82 0.42 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T08 Truss Type COMMON Qty 6 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669877 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Qt97kgZt4ttscQt4uO4kRkddu1mTu_pduewhCLy57Xb Scale = 1:40.5 1 2 3 6 5 4 7 8 9 10 3x4 3x4 4x6 5x6 3x8 5x6 7-2-127-2-12 14-11-87-8-12 7-2-12 7-2-12 14-11-8 7-8-12 2-6-96-9-32-3-17.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.85 0.37 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T09 Truss Type ROOF SPECIAL Qty 2 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669878 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:59:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-bjZ5yeS_0ssgu1TIpCERFo3XoBpQ3p2yqN2jzpy56kV Scale = 1:40.2 1 2 3 6 5 4 7 8 9 10 11 5x8 2x4 3x4 4x6 3x6 3x8 3x6 4-10-44-10-4 12-7-07-8-12 4-10-4 4-10-4 12-7-0 7-8-12 3-11-36-9-32-3-10-7-47.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.46 0.38 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 1-9=-355/55, 9-10=-296/58, 2-11=-278/69, 3-11=-408/47, 1-6=-459/64 WEBS 1-5=-24/312, 3-8=-483/27 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-10-4, Exterior(2) 4-10-4 to 7-10-4, Interior(1) 7-10-4 to 12-1-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T10 Truss Type ROOF SPECIAL Qty 2 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669879 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-MFHt9Mb7cV7ark1S?p7CW9i3YrSqMo2wMxPnGEy57XZ Scale = 1:38.5 1 2 3 6 5 4 7 89 10 11 12 13 5x12 4x6 5x8 2x4 3x4 3x8 4x6 3x6 0-3-80-3-8 4-10-44-6-12 12-7-07-8-12 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669880 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-qSqGMiclNoFRTucfZWeR2MFBfFfo5Ij4ab9Lpgy57XY Scale = 1:39.4 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669881 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-qSqGMiclNoFRTucfZWeR2MF88FeK5HG4ab9Lpgy57XY Scale = 1:52.9 1 2 3 4 8 6 5 910 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T13 Truss Type ROOF SPECIAL Qty 3 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669882 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-IeOea2cN86NI51Br7E9gbZoQcf?vqkjDpFuuL6y57XX Scale = 1:62.2 1 2 3 7 5 4 8 9 6 10 3x4 2x4 3x8 3x4 3x6 3x4 0-11-80-11-8 6-3-85-4-0 12-7-06-3-8 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T14 Truss Type ROOF SPECIAL Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669883 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-mqy0nOd?vQV9iBl1hxgv8nKVg2UvZ4NN2veStZy57XW Scale = 1:49.7 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T15 Truss Type ROOF SPECIAL Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669884 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-E1WO?kedgjd0KLKEEeB8g_tefSlVIcGWHZN?P?y57XV Scale = 1:37.2 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T16 Truss Type ROOF SPECIAL Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669885 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-E1WO?kedgjd0KLKEEeB8g_tivSlaIWRWHZN?P?y57XV Scale = 1:36.8 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T17 Truss Type Common Qty 2 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669886 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-jD4mC3fGR1ltyVvQoMiNDCQsGs6s18ZfVD7YyRy57XU Scale = 1:36.6 1 2 3 4 5 9 8 7 6 10 11 12 13 4x6 3x4 3x6 3x8 4x10 3x4 4x10 8-8-08-8-0 17-4-08-8-0 -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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T17A Truss Type ROOF SPECIAL Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669887 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-BPe9PPguCLtkZfUcM3EclPy1SGSMmZvpkts6Uuy57XT 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T18 Truss Type GABLE Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669888 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-b_JH2RimUGGIQ6DB1CnJN2aYpTRezn2FQr5m5Cy57XQ Scale = 1:77.8 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T19 Truss Type PIGGYBACK BASE Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669889 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-3BtfFnjOFZO92GoNbvIYwF7i6toziFMOfVqJdfy57XP Scale = 1:74.0 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T20 Truss Type PIGGYBACK BASE Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669890 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-?Z?QgTkfnBetHaxmiKK0?gC1?gT6AA2h6pJQhXy57XN Scale = 1:75.7 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 27282930 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T21 Truss Type PIGGYBACK BASE Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669891 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-yy7A58mvJoubXt59qlNU45IPKU9Ve5h_a7oXmQy57XL Scale = 1:75.9 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T22 Truss Type PIGGYBACK BASE Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669892 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Q8hYIUmX460S91gLOSujdJqaDuVuNYM8onY4Isy57XK Scale = 1:72.2 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T23 Truss Type PIGGYBACK BASE Qty 4 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669893 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-uKExWqn9rP8JmBFXxAPy9WNlWIrm6wvH1RHerIy57XJ Scale = 1:72.4 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 0-3-80-3-8 7-11-67-7-14 15-7-57-7-14 25-0-09-4-11 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T24 Truss Type PIGGYBACK BASE Qty 3 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669894 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:04:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-MXoJjAoncjGAOLqjVtwBikvwvh9crNwQG51BNly57XI Scale = 1:72.4 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 0-3-80-3-8 7-11-67-7-14 15-7-57-7-14 25-3-09-7-11 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T25 Truss Type ROOF SPECIAL Qty 4 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669895 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-qjMhxWpPN1O10VPw3bRQFxS8M5XWay3aVlmkvBy57XH Scale = 1:78.6 12 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 5-5-85-5-8 13-6-08-0-8 18-11-85-5-8 -0-11-0 0-11-0 5-5-8 5-5-8 9-5-12 4-0-4 13-6-0 4-0-4 18-11-8 5-5-8 19-10-8 0-11-0 1-7-412-7-151-7-43-5-1414.00 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T26 Truss Type ROOF SPECIAL Qty 3 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669896 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Ivw38sq28KWtdf_6dIyfn9?J6VtlJNFjjPWIRdy57XG Scale = 1:78.6 12 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 5-5-85-5-8 13-6-08-0-8 18-11-85-5-8 -0-11-0 0-11-0 5-5-8 5-5-8 9-5-12 4-0-4 13-6-0 4-0-4 18-11-8 5-5-8 1-7-412-7-151-7-43-5-1414.00 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T27 Truss Type ROOF SPECIAL Qty 2 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669897 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-n6URMCqgveekFoZIA?UuKMXVWvD72rQty3Fr_4y57XF Scale = 1:76.6 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T28 Truss Type ROOF SPECIAL Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669898 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-FI2qZYrIfymbty8Vkj?7sa4jpJZMnHl0Bj?PWWy57XE Scale = 1:72.8 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss T29 Truss Type MONOPITCH Qty 7 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669899 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-FI2qZYrIfymbty8Vkj?7sa4eiJdnnNL0Bj?PWWy57XE Scale = 1:52.6 2 3 4 6 5 1 2x4 2x4 5x12 5x6 2x4 0-5-80-5-8 3-0-62-6-14 4-1-21-0-13 6-8-02-6-14 7-1-80-5-8 3-0-6 3-0-6 4-1-2 1-0-13 7-1-8 3-0-6 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=299/0-5-8, 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 17 Heritage at Spring Mill Job Reference (optional) I35669900 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-jUcCmtswQFuSU6ihIQWMPnduJiurWg_AQNky2yy57XD Scale = 1:24.9 1 2 3 4 5 61516 17 18 5x12 3x4 4x6 5x12 3x4 3x12 4-9-84-9-8 9-7-04-9-8 4-9-8 4-9-8 9-7-0 4-9-8 1-0-03-9-91-0-07.00 12 Plate Offsets (X,Y)-- [1:0-5-8,Edge], [5:0-7-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.18 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 6) 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(F) 16=-1187(F=-1129) 17=-1187(F=-1129) 18=-1129(F) December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss TG02 Truss Type HALF HIP GIRDER Qty 2 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669901 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-BhAa_DtYBZ0J6GHts81by?93P6NdFITJe0UVaPy57XC Scale = 1:19.0 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 3x4 2x4 0-1-121-4-6 1-4-6 2-6-0 1-1-10 -0-11-0 0-11-0 1-4-6 1-4-6 2-6-0 1-1-10 1-7-03-0-63-2-22-6-140-5-83-0-614.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.16 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=165/0-3-8, 5=78/0-1-8 Max Horz 7=86(LC 4) Max Uplift 7=-9(LC 7), 5=-56(LC 4) Max Grav 7=165(LC 1), 5=82(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 24 lb up at 2-4-4 on top chord, and 8 lb down and 5 lb up at 1-4-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 4=-8(B) 6=5(B) December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669902 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-ftjyBZtAyt8AkQs4PrYqUCi1dWdg_eUStgD37ry57XB Scale = 1:56.9 1 2 3 4 5 6 78 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(F) 17=-90 18=-79 19=-79 20=-79 21=-74 December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss TG04 Truss Type HIP GIRDER Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669903 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-73HKPvuojAH1LaRGzZ331QFIgwxXjAlc6KzcfHy57XA 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 6) 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 December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss TG05 Truss Type FLAT GIRDER Qty 1 Ply 2 17 Heritage at Spring Mill Job Reference (optional) I35669904 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-bGrjcFvRUUPuzj0SXGbIZdnOTKJpSQUlK_iABjy57X9 Scale = 1:24.3 1 2 3 6 5 4 7 8 9 10 3x6 3x6 4x6 2x4 4x6 3x12 7-2-07-2-0 14-4-07-2-0 7-2-0 7-2-0 14-4-0 7-2-0 3-0-0LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.94 0.39 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.03 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD 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 December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss TG06 Truss Type HIP GIRDER Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669905 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-YezT1xxh05fcC1Arehdme2trJ72fwUG2oIBGGcy57X7 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 December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V01 Truss Type Valley Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669906 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-0rXrEHxJnPnTqBl1CO8?BGP2gXPuf0TB1yxqo2y57X6 Scale = 1:25.3 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V02 Truss Type Valley Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669907 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-0rXrEHxJnPnTqBl1CO8?BGP6pXQXf0sB1yxqo2y57X6 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V03 Truss Type Valley Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669908 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-U15DSdyxYjvKSLKDm6fEkTyItxmEOTULFchNKVy57X5 Scale = 1:7.8 1 2 3 2x4 2x4 2x4 1-8-111-8-11 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=51/1-8-11, 3=51/1-8-11 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V04 Truss Type Valley Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669909 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-QPC_tI_B4K91heTctXhipu1cOkRqsN_ejwAUPNy57X3 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V05 Truss Type Valley Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669910 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-ucmM4e_qreHuJo2oREDxL6apm8o6bqEnxav1xpy57X2 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=43/1-4-14, 3=43/1-4-14 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V06 Truss Type Valley Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669911 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-MoKkI_?ScxPlwyd??ykAuJ7pmYwHKHTxAEfbTGy57X1 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V07 Truss Type Valley Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669912 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-q_u6VK04MFXcY6CBZfFPRXf66ySZ3kj4PuO80iy57X0 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V08 Truss Type VALLEY Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669913 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-q_u6VK04MFXcY6CBZfFPRXf4qyPy3kj4PuO80iy57X0 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V09 Truss Type Valley Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669914 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-JBSUig1i7ZfTAGnN6NmezkCHOMn7oBzDeY8hY8y57X? 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V10 Truss Type Valley Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669915 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-nN0tw02KusnKnQMZg4HtWylS6l7MXeDNsCtF4by57X_ 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V10A Truss Type Valley Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669916 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-FZaF7M2yfAvBPZxmEno629HZl9RbG5TW5sdob1y57Wz 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V11 Truss Type Valley Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669917 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-jm7dLh3aQU121jWyoVJLbNqphZr9?XjgKWMM8Ty57Wy 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V12 Truss Type Valley Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669918 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Byh?Y14DBnAvet48LCra8aMxFz9IkyrpYA6vgvy57Wx Scale = 1:41.7 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V13 Truss Type Valley Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669919 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Byh?Y14DBnAvet48LCra8aMt3z6tkzypYA6vgvy57Wx Scale = 1:29.4 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V14 Truss Type Valley Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669920 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-f8FNmN5ry5ImG1fLvwMpgov2GNSCTRCynqrSCMy57Ww 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V15 Truss Type Valley Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669921 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-7Lpmzj5TjPQduBEXTdt2D?SDfmi0CuS60Ub0koy57Wv 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V16 Truss Type Valley Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669922 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:LAV3YQqpyn76MSlyiRDocQy58Dv-7Lpmzj5TjPQduBEXTdt2D?SJhmr3CuS60Ub0koy57Wv 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V17 Truss Type Valley Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669923 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-bXN8A365UiYUWLpj1LOHlD_SyA9ixLiFF8KZHEy57Wu 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 8) Max Uplift 3=-3(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V18 Truss Type Valley Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669924 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-bXN8A365UiYUWLpj1LOHlD_QsA8YxLuFF8KZHEy57Wu 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V19 Truss Type Valley Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669925 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-4jxWOP7jF0gK7UOwa2vWIQXhgaYUgoyPTo47phy57Wt 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V20 Truss Type VALLEY Qty 2 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669926 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-YwVubl8L0KoBlez68mQlre4hE_k9PFkYiSpgL7y57Ws Scale = 1:28.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 4 3 7 5 8 6 9 11 10 12 5x8 5x8 5x8 5x8 0-6-04-0-02-0-0 2-11-02-11-0 2-11-0 2-11-0 5-0-5Plate Offsets (X,Y)-- [1:0-0-0,0-1-4], [2:0-0-0,0-1-4], [3:0-0-0,0-1-4], [4:0-0-0,0-1-4], [5:0-1-4,0-0-0], [6:0-1-4,0-0-0], [7:0-1-4,0-0-0], [8:0-1-4,0-0-0], [9:0-0-0,0-1-4], [10:0-0-0 ,0-1-4], [11:0-0-0,0-1-4], [12:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.71 0.65 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V21 Truss Type VALLEY Qty 2 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669927 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-062Gp58zndw2NoYIiTx_NrczoOBb8h6ix6ZDtZy57Wr Scale = 1:27.9 1 2 3 4 5 8 7 6 3x4 3x4 3x4 3x4 3x4 2x4 2-11-02-11-0 -0-6-0 0-6-0 1-6-0 1-6-0 2-11-0 1-5-0 3-5-0 0-6-0 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V22 Truss Type VALLEY Qty 2 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669928 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-062Gp58zndw2NoYIiTx_Nrc17OEv8iDix6ZDtZy57Wr Scale: 3/4"=1' 1 2 3 4 5 8 7 6 2x4 2x4 3x4 2x4 2x4 2x4 2-11-02-11-0 -0-6-0 0-6-0 1-6-0 1-6-0 2-11-0 1-5-0 3-5-0 0-6-0 0-9-152-6-150-11-214.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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. December 26,2018 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_Heritage_at_Spring_Mill Truss V23 Truss Type GABLE Qty 1 Ply 1 17 Heritage at Spring Mill Job Reference (optional) I35669929 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 26 10:05:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-UIcf0R9cYx2v_y7UGATDw39BEna9t9Hr9lInQ?y57Wq Scale = 1:25.0 Sheet Front Full Sheathing1 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. December 26,2018 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