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HomeMy WebLinkAboutHSM 016 - Trusses16023 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 Builders FirstSource (Plant City, FL). March 12,2020 Liu, Xuegang Pages or sheets covered by this seal: I40572931 thru I40573033 My license renewal date for the state of Indiana is July 31, 2020. 16_Heritage_at_Springmill 16 Heritage at Springmill IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss GE02 Truss Type GABLE Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572931 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:38 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-AhJ4S1RcZ1?X?UuLmPAEsibFY2cH7SPF_SRUtbzc2Vd Scale = 1:40.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 678 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x8 3x8 6x6 6x6 3x8 3x8 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)-- [6:0-4-0,Edge], [8:0-4-0,Edge], [24:0-1-5,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.42 0.26 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (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=405(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 19, 18, 20 except 24=-757(LC 10), 14=-440(LC 12), 21=-129(LC 11), 17=-223(LC 11), 22=-192(LC 12), 23=-440(LC 11), 16=-192(LC 12), 15=-403(LC 10) Max Grav All reactions 250 lb or less at joint(s) 21, 19, 22, 16 except 24=844(LC 11), 14=335(LC 10), 17=314(LC 10), 23=555(LC 10), 15=518(LC 11), 18=393(LC 12), 20=393(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-306/409, 2-3=-324/317, 3-4=-191/346, 4-5=-287/516, 5-6=-406/659, 6-7=-307/513, 7-8=-307/513, 8-9=-393/659, 9-10=-299/516, 10-11=-170/346, 11-12=-290/317, 12-14=-273/409 BOT CHORD 23-24=-551/521, 22-23=-335/287, 21-22=-339/292, 16-17=-308/261, 15-16=-334/287 WEBS 4-22=-252/213, 10-16=-250/213, 8-18=-373/177, 6-20=-373/187 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 1-11-7, Interior(1) 1-11-7 to 4-4-10, Exterior(2E) 4-4-10 to 7-6-6, Exterior(2R) 7-6-6 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 18, 20 except (jt=lb) 24=757, 14=440, 21=129, 17=223, 22=192, 23=440, 16=192, 15=403. 10) 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. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss GE03 Truss Type GABLE Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572932 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:40 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-63QqtjTs5eFFEn1ktqDix7gbssISbHBYRmwayUzc2Vb Scale = 1:43.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 78910 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 4x6 3x8 5x6 5x6 4x6 3x8 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], [10:0-4-0,Edge], [10:0-0-0,0-1-9], [16:Edge,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.43 0.21 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) 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=-427(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 21, 23, 19 except 26=-366(LC 10), 16=-332(LC 11), 24=-236(LC 12), 25=-337(LC 11), 18=-236(LC 12), 17=-314(LC 10) Max Grav All reactions 250 lb or less at joint(s) 21, 23, 24, 19, 18 except 26=446(LC 11), 16=412(LC 10), 22=317(LC 12), 25=469(LC 10), 20=317(LC 12), 17=447(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-26=-273/317, 2-3=-311/289, 3-4=-169/374, 4-5=-298/658, 5-6=-356/738, 6-7=-279/574, 7-8=-292/607, 8-9=-292/607, 9-10=-278/574, 10-11=-356/738, 11-12=-297/657, 12-13=-151/379, 13-14=-285/263, 14-16=-252/317 WEBS 7-22=-353/118, 4-24=-237/360, 3-25=-241/276, 9-20=-353/119, 12-18=-236/359, 13-17=-231/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 4-10-10, Corner(3E) 4-10-10 to 8-0-6, Corner(3R) 8-0-6 to 11-0-6, Exterior(2N) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 23, 19 except (jt=lb) 26=366, 16=332, 24=236, 25=337, 18=236, 17=314. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss GE04 Truss Type GABLE Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572933 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:42 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-2SYbIPU6dFVzT5B6?FFA0YlsDgth3BYrv3Ph0Nzc2VZ Scale = 1:76.4 Sheet Back Full Sheathing 1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 34 4x6 3x6 6x6 6x6 3x12 3x6 3x6 6x6 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)-- [3:0-2-9,0-2-4], [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], [18:Edge,0-5-8], [19:Edge,0-5-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.67 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.01 (loc) 1 1 19 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 361 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 1-7-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 16-18. BOT CHORD Rigid ceiling directly applied or 9-7-6 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 2=727(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 19=-132(LC 11), 2=-227(LC 10), 33=-337(LC 12), 32=-119(LC 12), 31=-101(LC 12), 30=-106(LC 12), 29=-105(LC 12), 28=-105(LC 12), 26=-106(LC 12), 25=-105(LC 12), 24=-106(LC 12), 23=-107(LC 12), 22=-129(LC 12), 21=-187(LC 11), 20=-201(LC 12) 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 2=555(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1389/1097, 3-4=-1005/826, 4-5=-918/778, 5-6=-848/745, 6-7=-773/708, 7-8=-699/671, 8-9=-625/634, 9-10=-551/598, 10-12=-477/561, 12-13=-403/524, 13-14=-343/491, 14-15=-328/503, 15-16=-270/448, 16-17=-279/471, 17-18=-278/470, 18-19=-298/497 BOT CHORD 2-33=-285/482, 32-33=-285/482, 31-32=-285/482, 30-31=-285/482, 29-30=-285/482, 28-29=-285/482, 26-28=-285/482, 25-26=-285/482, 24-25=-285/482, 23-24=-285/482, 22-23=-285/482, 21-22=-285/482, 20-21=-285/482, 19-20=-285/482 WEBS 3-33=-449/581, 15-21=-308/226, 17-20=-427/252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 16-8-2, Corner(3E) 16-8-2 to 18-1-4 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 19, 227 lb uplift at joint 2, 337 lb uplift at joint 33, 119 lb uplift at joint 32, 101 lb uplift at joint 31, 106 lb uplift at joint 30, 105 lb uplift at joint 29, 105 lb uplift at joint 28, 106 lb uplift at joint 26, 105 lb uplift at joint 25, 106 lb uplift at joint 24, 107 lb uplift at joint 23, 129 lb uplift at joint 22, 187 lb uplift at joint 21 and 201 lb uplift at joint 20.Continued on page 2 March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss GE04 Truss Type GABLE Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572933 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:42 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-2SYbIPU6dFVzT5B6?FFA0YlsDgth3BYrv3Ph0Nzc2VZ NOTES- 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss GE05 Truss Type GABLE Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572934 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:44 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-_rgLj5WM9tlgjPLV6gHe6zq8zTckX2X8MNuo5Fzc2VX Scale = 1:79.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 5x6 8x8 3x6 4x6 3x6 5x6 8x8 5x6 5x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-5-8 5-5-8 13-6-0 8-0-8 18-11-8 5-5-8 -0-11-0 0-11-0 9-5-12 9-5-12 18-11-8 9-5-12 19-10-8 0-11-0 1-7-412-7-151-7-43-5-1414.00 12 8.38 12 Plate Offsets (X,Y)-- [2:0-0-0,0-5-6], [18:0-0-0,0-5-6], [34:0-0-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.94 0.44 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.02 (loc) 19 19 20 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 293 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 *Except* 10-27: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-27 REACTIONS.All bearings 18-11-8. (lb) - Max Horz 34=715(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 27, 28, 26 except 34=-934(LC 10), 20=-387(LC 11), 30=-248(LC 11), 24=-121(LC 9), 29=-273(LC 12), 31=-214(LC 12), 32=-181(LC 12), 33=-590(LC 11), 25=-273(LC 12), 23=-214(LC 12), 22=-181(LC 12), 21=-545(LC 10) Max Grav All reactions 250 lb or less at joint(s) 24, 28, 29, 31, 32, 26, 25, 23, 22 except 34=1047(LC 11), 20=501(LC 10), 30=355(LC 10), 27=1606(LC 12), 33=758(LC 10), 21=713(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-34=-540/465, 2-3=-606/589, 3-4=-347/343, 4-5=-341/550, 5-7=-383/768, 7-8=-514/986, 8-9=-673/1258, 9-10=-722/1330, 10-11=-722/1330, 11-12=-674/1258, 12-13=-512/985, 13-15=-385/769, 15-16=-302/547, 16-17=-312/343, 17-18=-554/536, 18-20=-492/417 BOT CHORD 33-34=-590/551, 32-33=-417/366, 31-32=-462/415, 30-31=-446/396, 29-30=-365/326, 28-29=-365/325, 27-28=-365/325, 26-27=-365/325, 25-26=-365/325, 24-25=-365/325, 23-24=-452/402, 22-23=-443/396, 21-22=-488/437, 20-21=-315/276 WEBS 10-27=-1793/925, 8-29=-239/346, 7-30=-200/270, 5-31=-203/277, 4-32=-197/272, 3-33=-409/359, 12-25=-240/346, 13-24=-199/270, 15-23=-203/276, 16-22=-195/271, 17-21=-386/353 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 9-5-12, Corner(3R) 9-5-12 to 12-5-12, Exterior(2N) 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) The Fabrication Tolerance at joint 2 = 12%, joint 18 = 12% 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.Continued on page 2 March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss GE05 Truss Type GABLE Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572934 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:44 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-_rgLj5WM9tlgjPLV6gHe6zq8zTckX2X8MNuo5Fzc2VX NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 28, 26 except (jt=lb) 34=934, 20=387, 30=248, 24=121, 29=273, 31=214, 32=181, 33=590, 25=273, 23=214, 22=181, 21=545. 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. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss GE06 Truss Type GABLE Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572935 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:45 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-T1EjwRW?wAtXKZwhgNoteANM_tw9GbcHb1eLdhzc2VW Scale = 1:56.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 3x6 4x6 4x6 4x6 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.56 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 239 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 12-13: 2x3 SPF No.2, 1-8: 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 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.): 12-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 8-7-3 oc bracing: 14-15. WEBS 1 Row at midpt 13-14, 12-15 REACTIONS.All bearings 16-5-6. (lb) - Max Horz 1=610(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 14, 1, 15, 16, 24 except 17=-124(LC 12), 18=-101(LC 12), 20=-107(LC 12), 21=-105(LC 12), 22=-105(LC 12), 23=-112(LC 12), 25=-219(LC 12) Max Grav All reactions 250 lb or less at joint(s) 14, 1, 15, 16, 17, 18, 20, 21, 22, 23, 24 except 25=254(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-708/475, 2-3=-615/406, 3-4=-582/396, 4-5=-532/366, 5-6=-485/340, 6-7=-439/313, 7-9=-391/286, 9-10=-336/259, 10-11=-294/237, 11-12=-271/275, 12-13=-254/268 BOT CHORD 14-15=-241/253 WEBS 12-15=-287/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-10 to 3-2-12, Interior(1) 3-2-12 to 15-4-0, Exterior(2E) 15-4-0 to 16-3-10 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 1, 15, 16, 24 except (jt=lb) 17=124, 18=101, 20=107, 21=105, 22=105, 23=112, 25=219. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss GR01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572936 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:46 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-xDo58nXdgU?OyiVtE5J6BOwYlHNv?5vQphNvA8zc2VV Scale = 1:18.7 2 3 4 1 6 5 7 3x4 4x8 2-11-8 2-11-8 2-11-8 2-11-8 5-0-2 2-0-10 3-1-82-8-131-7-06.26 12 Plate Offsets (X,Y)-- [2:0-3-15,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.66 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.02 (loc) 4-5 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. (size) 1=Mechanical, 5=Mechanical, 4=0-6-5 Max Horz 5=-174(LC 8) Max Uplift 1=-73(LC 8), 5=-27(LC 4), 4=-289(LC 8) Max Grav 1=57(LC 28), 5=50(LC 3), 4=295(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-255/316 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 4=289. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 207 lb down and 128 lb up at 1-9-12 on top chord, and 14 lb down and 31 lb up at 1-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss GR02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572937 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:47 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-PQLTL6YFRo7Fas44oorLjbSjVhj8kY9a2L7Siazc2VU Scale = 1:18.7 2 3 4 1 6 5 7 3x4 4x8 2-11-8 2-11-8 2-11-8 2-11-8 5-0-2 2-0-10 3-1-82-8-131-7-06.26 12 Plate Offsets (X,Y)-- [2:0-3-15,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.66 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.02 (loc) 4-5 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. (size) 1=Mechanical, 5=Mechanical, 4=0-6-5 Max Horz 5=-174(LC 8) Max Uplift 1=-73(LC 8), 5=-27(LC 4), 4=-289(LC 8) Max Grav 1=57(LC 28), 5=50(LC 3), 4=295(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-255/316 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 4=289. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 207 lb down and 128 lb up at 1-9-12 on top chord, and 14 lb down and 31 lb up at 1-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss J01 Truss Type HALF HIP GIRDER Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572938 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:48 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-tcvsZSZtC5F6C0fGLVMaGp?xQ41VT_kjH?s?E0zc2VT Scale = 1:19.8 1 2 34 7 65 4x6 3x4 4x6 2x4 3x8 3x6 1-6-0 1-6-0 3-0-0 1-6-0 -0-11-0 0-11-0 1-6-0 1-6-0 3-0-0 1-6-0 1-7-03-3-03-4-02-9-80-5-83-3-014.00 12 Plate Offsets (X,Y)-- [3:0-3-14,0-2-0], [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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.46 0.20 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.00 (loc) 6 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. (size) 7=0-3-8, 5=0-1-8 Max Horz 7=236(LC 7) Max Uplift 7=-283(LC 8), 5=-378(LC 5) Max Grav 7=289(LC 32), 5=240(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-196/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=283, 5=378. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 316 lb down and 343 lb up at 1-6-0 on top chord, and 96 lb down and 223 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=7(B) March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss J02 Truss Type JACK-CLOSED Qty 3 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572939 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:49 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-LoTEmoZVzPNzpADSvDtpp0Y2pUJGCSftWfcZmTzc2VS Scale = 1:28.8 1 2 3 5 4 5x10 MT18HS 4x8 3x6 3x8 MT18HS -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)-- [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.74 0.42 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.02 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 16 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=354(LC 9) Max Uplift 5=-116(LC 8), 4=-300(LC 9) Max Grav 5=319(LC 18), 4=274(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-326/329, 3-4=-384/349 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -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) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=116, 4=300. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss J03 Truss Type Jack-Closed Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572940 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:50 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-p_1c_8a7kjVqRKofTwO2LE4Kxuk?xu50kJL6Jvzc2VR Scale = 1:28.8 1 2 4 3 2x4 3x6 2x4 3x4 3-0-0 3-0-0 3-0-0 3-0-0 1-7-05-1-00-3-814.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.07 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-3: 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. (size) 4=0-3-8, 3=Mechanical Max Horz 4=307(LC 12) Max Uplift 4=-28(LC 10), 3=-354(LC 12) Max Grav 4=211(LC 12), 3=219(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 3-4=-275/249 WEBS 1-3=-280/309 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) 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) 4 except (jt=lb) 3=354. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss J04 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572941 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:51 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-HBb_BUblV0eh3UNr1evHuRdRrIxtgM8Azz5grLzc2VQ Scale = 1:28.8 1 2 43 5 3x8 MT18HS 3x6 3x6 3x6 3-0-0 3-0-0 3-0-0 3-0-0 1-7-05-1-014.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-8], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.57 0.67 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 0.04 -0.00 (loc) 3-4 3-4 3 l/defl >604 >787 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 13 lb FT = 20% GRIP 197/144 197/144 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. (size) 4=0-3-8, 3=Mechanical Max Horz 4=320(LC 7) Max Uplift 4=-320(LC 4), 3=-410(LC 5) Max Grav 4=576(LC 28), 3=418(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-251/151 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=320, 3=410. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 483 lb down and 357 lb up at 1-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-483(F) March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss J05 Truss Type JACK-OPEN Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572942 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:51 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-HBb_BUblV0eh3UNr1evHuRdR4I?9gM8Azz5grLzc2VQ Scale = 1:19.9 1 2 5 3 4 4x6 6x10 2-1-7 2-1-7 -1-3-8 1-3-8 2-1-7 2-1-7 1-7-03-4-02-10-33-4-09.90 12 Plate Offsets (X,Y)-- [2:0-1-5,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.56 0.39 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x6 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. (size) 5=0-4-9, 3=Mechanical, 4=Mechanical Max Horz 5=317(LC 12) Max Uplift 5=-28(LC 8), 3=-135(LC 12), 4=-78(LC 12) Max Grav 5=202(LC 1), 3=66(LC 17), 4=50(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-171/333 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 3=135. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss J06 Truss Type JACK-OPEN Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572943 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:52 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-lN9MOqcOGKmYgdy1aLQWQfAcPiOePpOJCdqDNnzc2VP Scale = 1:19.9 1 2 5 3 4 3x8 MT18HS 3x8 1-6-0 1-6-0 -0-11-0 0-11-0 1-6-0 1-6-0 1-7-03-4-02-8-143-4-014.00 12 Plate Offsets (X,Y)-- [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.52 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.06 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 7 lb FT = 20% GRIP 197/144 197/144 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. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=313(LC 12) Max Uplift 5=-18(LC 10), 3=-161(LC 12), 4=-129(LC 12) Max Grav 5=139(LC 1), 3=85(LC 10), 4=70(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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 except (jt=lb) 3=161, 4=129. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss J07 Truss Type JACK-OPEN Qty 5 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572944 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:53 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-EZjlcAd01euPInXE83xlzsimT5i88GeSQHamvEzc2VO Scale = 1:22.91 2 3 5 4 3x6 5x10 MT18HS 4x8 3x8 MT18HS 2-0-0 2-0-0 2-0-0 2-0-0 2-11-0 0-11-0 3-7-83-11-00-3-81-7-014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.63 0.36 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 MT18HS Weight: 12 lb FT = 20% GRIP 169/123 169/123 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 9-3-0 oc bracing. REACTIONS. (size) 4=0-3-8, 5=0-1-8 Max Horz 5=-502(LC 12) Max Uplift 4=-174(LC 11), 5=-458(LC 12) Max Grav 4=269(LC 12), 5=337(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-319/300, 1-2=-281/280 BOT CHORD 4-5=-340/371 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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) except (jt=lb) 4=174, 5=458. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss J08 Truss Type HALF HIP GIRDER Qty 2 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572945 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:54 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-imH7pWdeox0Gwx6QimT_W4F_sV6btjGcfxJKSgzc2VN Scale = 1:16.9 1 2 3 4 76 5 2x4 4x6 3x4 2x4 3x6 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.40 0.09 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size) 5=0-3-8, 7=0-1-8 Max Horz 7=-193(LC 6) Max Uplift 5=-94(LC 8), 7=-150(LC 4) Max Grav 5=182(LC 31), 7=127(LC 26) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); 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) 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 except (jt=lb) 7=150. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 23 lb down and 4 lb up at 1-0-0 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=4(B) March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss J09 Truss Type JACK-OPEN Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572946 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:54 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-imH7pWdeox0Gwx6QimT_W4Fw8V5PtjucfxJKSgzc2VN Scale = 1:16.6 1 2 5 3 4 4x6 5x10 MT18HS 0-3-14 0-3-14 2-1-11 1-9-13 -2-0-10 2-0-10 2-1-11 2-1-11 1-7-02-8-66.26 12 Plate Offsets (X,Y)-- [2:0-3-15,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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.70 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 9 lb FT = 20% GRIP 197/144 197/144 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. (size) 3=Mechanical, 5=0-6-5, 4=Mechanical Max Horz 5=138(LC 12) Max Uplift 3=-42(LC 9), 5=-269(LC 12), 4=-25(LC 12) Max Grav 3=22(LC 10), 5=279(LC 1), 4=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-250/472 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) 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) All plates are MT20 plates unless otherwise indicated. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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, 4 except (jt=lb) 5=269. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss J10 Truss Type Jack-Open Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572947 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:55 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-AyqV1reGZF87X5hcGU_D2Ho8CvS?cA8lub3t_6zc2VM Scale = 1:16.6 2 3 4 1 5 3x6 3x6 2-1-11 2-1-11 2-1-11 2-1-11 4-2-5 2-0-10 2-7-102-8-72-3-111-7-06.26 12 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.49 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.03 (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. (size) 1=Mechanical, 5=Mechanical, 4=0-6-5 Max Horz 1=-138(LC 12) Max Uplift 1=-6(LC 14), 4=-433(LC 12) Max Grav 1=102(LC 12), 5=35(LC 3), 4=279(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-65/349, 2-4=-284/598 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2R) zone; cantilever left and right exposed ; end 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) 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) 1 except (jt=lb) 4=433. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss J11 Truss Type JACK-CLOSED Qty 3 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572948 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:56 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-e8OtEBfuKZGz9FGopBVSbVKGrJiRLcOv7FoQWZzc2VL Scale = 1:27.6 1 2 3 5 4 5x10 MT18HS 4x8 3x6 3x8 MT18HS -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)-- [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.69 0.39 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 MT18HS Weight: 15 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=337(LC 9) Max Uplift 5=-115(LC 8), 4=-291(LC 9) Max Grav 5=309(LC 18), 4=262(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-307/309, 3-4=-362/330 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -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) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=115, 4=291. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss J12 Truss Type JACK-CLOSED Qty 2 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572949 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:56 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-e8OtEBfuKZGz9FGopBVSbVKHJJjILcOv7FoQWZzc2VL Scale = 1:25.3 1 2 3 4 6 5 5x10 MT18HS 3x8 5x8 3x8 MT18HS0-1-122-4-15 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)-- [3:0-1-12,0-0-0], [3:0-3-8,Edge], [4:0-0-0,0-1-12], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.59 0.33 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 14 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 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. (size) 6=0-3-8, 5=0-1-8 Max Horz 6=311(LC 9) Max Uplift 6=-98(LC 8), 5=-254(LC 9) Max Grav 6=275(LC 18), 5=228(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-313/280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-4-15, Exterior(2E) 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 except (jt=lb) 5=254. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss J13 Truss Type JACK-CLOSED Qty 2 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572950 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:57 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-6LyFSXgW5sOqnPr?Nu0h7itWWj5b43C2LvY_2?zc2VK Scale = 1:19.2 1 2 34 7 65 4x6 3x8 4x6 3x4 2x4 3x8 MT18HS0-1-121-4-15 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)-- [3:0-3-3,0-2-0], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.37 0.20 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 6-7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 14 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 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. (size) 7=0-3-8, 5=0-1-8 Max Horz 7=229(LC 11) Max Uplift 7=-110(LC 12), 5=-168(LC 9) Max Grav 7=197(LC 18), 5=148(LC 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) except (jt=lb) 7=110, 5=168. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss J14 Truss Type HALF HIP Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572951 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:58 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-aXWeftg8sAWhOYQBxcXwgwQfE6RmpWtCaZHXbRzc2VJ Scale = 1:14.2 1 2 3 4 65 4x6 3x8 3x4 3x4 3x4 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], [4:Edge,0-2-8], [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.50 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size) 6=2-9-8, 5=2-9-8 Max Horz 6=160(LC 11) Max Uplift 6=-141(LC 12), 5=-118(LC 9) Max Grav 6=179(LC 1), 5=110(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-153/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=141, 5=118. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss J15 Truss Type JACK-OPEN Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572952 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:59 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-2j40sDhndUeY0i_NVJ29C7ytyWpPYz7LpD157tzc2VI Scale = 1:14.5 1 2 5 3 4 3x12 2-2-13 2-2-13 -0-11-0 0-11-0 2-2-13 2-2-13 1-0-02-3-101-10-112-3-107.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.25 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 4-5 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. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=191(LC 12) Max Uplift 5=-95(LC 12), 3=-92(LC 12), 4=-19(LC 12) Max Grav 5=159(LC 1), 3=65(LC 17), 4=39(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss J16 Truss Type JACK-OPEN Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572953 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:28:59 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-2j40sDhndUeY0i_NVJ29C7ytyWpPYz7LpD157tzc2VI Scale = 1:14.5 1 2 5 3 4 3x12 2-2-13 2-2-13 -0-11-0 0-11-0 2-2-13 2-2-13 1-0-02-3-101-10-112-3-107.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.25 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 4-5 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. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=191(LC 12) Max Uplift 5=-95(LC 12), 3=-92(LC 12), 4=-19(LC 12) Max Grav 5=159(LC 1), 3=65(LC 17), 4=39(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss M01 Truss Type MONOPITCH Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572954 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:00 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-WweO4ZiPNnmPesZa21ZOlLVz4w2dHG9U1tmefKzc2VH Scale = 1:66.0 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 3x6 6x6 3x4 2x4 3x6 4x8 2x4 2x4 3x6 3x8 6x8 3x6 6x8 6-6-8 6-6-8 12-9-8 6-3-0 14-3-8 1-6-0 17-10-0 3-6-8 -0-11-0 0-11-0 6-6-8 6-6-8 12-9-8 6-3-0 14-3-8 1-6-0 17-10-0 3-6-8 1-0-011-4-133-0-07.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [10:0-4-8,0-3-12], [11:0-2-12,0-2-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.56 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.11 -0.09 (loc) 5-11 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 5-9-13 oc bracing. WEBS 1 Row at midpt 7-8, 11-13, 7-10 REACTIONS. (size) 8=Mechanical, 14=0-3-8 Max Horz 14=889(LC 12) Max Uplift 8=-728(LC 12), 14=-301(LC 12) Max Grav 8=805(LC 17), 14=767(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-896/161, 3-5=-692/254, 5-6=-680/454, 6-7=-462/326, 7-8=-813/748, 2-14=-708/336 BOT CHORD 13-14=-1027/706, 6-10=-786/758, 10-11=-366/420, 5-11=-321/393 WEBS 3-13=-298/433, 6-11=-729/805, 11-13=-856/952, 3-11=-253/225, 7-10=-878/1006, 2-13=0/455 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=728, 14=301. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss M02 Truss Type MONOPITCH Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572955 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:01 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-?6CmHvj185uGF08mck5dIY18XKRD0hAeGXWBBmzc2VG Scale = 1:66.4 1 2 3 4 5 6 11 10 9 8 7 12 133x6 2x4 6x6 3x4 3x6 3x6 3x4 3x4 3x6 6x8 6-6-9 6-6-9 12-8-5 6-1-12 17-10-0 5-1-11 -0-11-0 0-11-0 6-6-9 6-6-9 12-8-5 6-1-12 17-10-0 5-1-11 1-0-011-4-137.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.35 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.09 -0.03 (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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-13 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS. (size) 7=Mechanical, 11=0-3-8 Max Horz 11=889(LC 12) Max Uplift 7=-728(LC 12), 11=-301(LC 12) Max Grav 7=805(LC 17), 11=767(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-891/160, 3-5=-485/15, 2-11=-706/338 BOT CHORD 10-11=-1034/717, 8-10=-771/865, 7-8=-356/411 WEBS 3-8=-563/516, 5-8=-230/449, 5-7=-775/670, 2-10=0/440 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=728, 11=301. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss M03 Truss Type MONOPITCH Qty 2 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572956 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Mar 12 11:43:11 2020 Page 1 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-8gu?_C_20jbW_n1vXhQ5Mut_jh45oTWr04u4DIzbhRU Scale = 1:68.9 1 2 3 4 5 6 11 10 9 87 12 13 14 3x6 4x8 5x6 3x6 3x4 6x8 3x4 3x6 3x4 3x6 3x6 6-5-13 6-5-13 12-8-2 6-2-5 18-7-0 5-10-14 -0-11-0 0-11-0 6-5-13 6-5-13 12-8-2 6-2-5 18-7-0 5-10-14 1-0-011-10-19-1-1211-10-17.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.35 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.09 -0.29 (loc) 8-10 10-11 13 l/defl >999 >999 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 *Except* 4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-7: 2x4 SPF No.2, 2-11: 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. WEBS 1 Row at midpt 7-12, 5-7 REACTIONS. (size) 11=0-3-8, 13=0-3-0 Max Horz 11=910(LC 12) Max Uplift 11=-320(LC 12), 13=-733(LC 12) Max Grav 11=798(LC 1), 13=811(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-941/166, 3-14=-846/192, 3-4=-543/15, 4-5=-375/49, 7-12=-560/722, 6-12=-560/722, 2-11=-738/357 BOT CHORD 10-11=-1053/727, 9-10=-820/920, 8-9=-820/920, 7-8=-411/475 WEBS 5-8=-207/433, 2-10=0/483, 3-8=-548/505, 5-7=-805/696, 6-13=-862/741 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -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) 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 320 lb uplift at joint 11 and 733 lb uplift at joint 13. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss M03A Truss Type MONOPITCH Qty 5 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572957 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Mar 12 11:43:56 2020 Page 1 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-KK60RaXGQYG8uizZgekfhOEfoqNKrsMTMaIyIBzbhQn Scale = 1:72.0 1 2 3 4 5 6 7 14 13 9 8 12 11 10 15 163x6 5x12 4x6 2x4 3x6 5x8 2x4 3x6 3x6 2x4 3x6 4x8 4x10 3x6 2-3-8 2-3-8 8-8-5 6-4-13 9-0-6 0-4-1 16-4-0 7-3-10 18-7-0 2-3-0 -0-11-0 0-11-0 2-3-8 2-3-8 8-8-5 6-4-13 11-11-10 3-3-5 16-4-0 4-4-6 18-7-0 2-3-0 1-0-011-10-19-1-1211-10-11-0-07.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [7:0-5-8,0-3-0], [10:0-3-4,0-2-0], [11:0-2-8,0-1-8], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.62 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.25 -0.19 (loc) 12 10-11 16 l/defl >999 >865 n/a L/d 240 180 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-8,6-9,7-10: 2x4 SPF No.2, 2-14: 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-7 oc bracing. WEBS 1 Row at midpt 6-9, 4-10, 7-10, 3-11 REACTIONS. (size) 14=0-3-8, 16=0-3-0 Max Horz 14=906(LC 12) Max Uplift 14=-316(LC 12), 16=-735(LC 12) Max Grav 14=796(LC 1), 16=809(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1773/1350, 3-4=-989/308, 4-5=-318/0, 6-7=-377/344, 2-14=-777/361 BOT CHORD 13-14=-710/345, 11-12=-2072/2035, 10-11=-839/966 WEBS 4-11=-76/416, 6-10=-616/726, 4-10=-893/764, 3-12=-427/396, 2-12=-1877/1856, 7-10=-1082/1159, 2-13=-280/653, 3-11=-1080/1246, 7-16=-856/739 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -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) 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 316 lb uplift at joint 14 and 735 lb uplift at joint 16. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss M05 Truss Type Roof Special Qty 7 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572958 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:04 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-PhtvwwlvR0Gr6TtLHteKvBfh0XUvDEM4yUkso5zc2VD Scale = 1:19.41 2 3 5 4 6 7 3x4 3x12 3x6 3-11-0 3-11-0 3-11-0 3-11-0 4-10-0 0-11-0 2-11-153-3-70-3-81-0-07.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-12], [4:0-6-0,0-0-4], [4:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.42 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 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. (size) 4=0-3-8, 5=0-1-8 Max Horz 4=-221(LC 8) Max Uplift 4=-171(LC 12), 5=-122(LC 12) Max Grav 4=218(LC 1), 5=180(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-197/262, 2-4=-187/285 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 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) 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. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=171, 5=122. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss M06 Truss Type GABLE Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572959 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:04 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-PhtvwwlvR0Gr6TtLHteKvBfj?XWaDD64yUkso5zc2VD Scale = 1:10.7 1 2 3 4 7 65 2x4 2x4 4x6 3x4 3x6 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.29 0.11 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 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. (size) 7=3-11-0, 5=3-11-0, 6=3-11-0 Max Horz 7=-95(LC 10) Max Uplift 7=-78(LC 12), 5=-142(LC 12), 6=-124(LC 8) Max Grav 7=107(LC 23), 5=99(LC 1), 6=165(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-103/354 WEBS 2-6=-205/324 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=142, 6=124. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 16 Heritage at Springmill Job Reference (optional) I40572960 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:06 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-L3?fKcnAzdWZMn1jPHgo?cl?xL42hwkNQoDytzzc2VB Scale = 1:67.3 1 2 3 4 5 6 10 9 8 711 12 13 14 15 16 17 18 19 3x6 2x4 6x6 3x12 4x6 4x6 4x6 3x6 2x4 8x8 4x8 6-0-8 6-0-8 11-9-8 5-9-0 17-10-0 6-0-8 6-0-8 6-0-8 11-9-8 5-9-0 17-10-0 6-0-8 1-0-011-4-137.00 12 Plate Offsets (X,Y)-- [1:0-7-15,Edge], [7:0-3-0,0-4-8], [8:0-3-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.63 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.10 -0.03 (loc) 7-8 1-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 203 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-7,5-7: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-6-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-11-5 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS. (size) 7=Mechanical, 1=0-3-8 Max Horz 1=840(LC 8) Max Uplift 7=-2649(LC 8), 1=-1690(LC 8) Max Grav 7=2977(LC 27), 1=2636(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3404/2091, 3-5=-1911/1234 BOT CHORD 1-10=-2405/2864, 8-10=-2405/2864, 7-8=-1459/1702 WEBS 3-10=-826/1394, 3-8=-1429/1165, 5-8=-2070/2629, 5-7=-2731/2336 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); 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) 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) except (jt=lb) 7=2649, 1=1690. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 439 lb down and 325 lb up at 1-3-4, 439 lb down and 325 lb up at 3-3-4, 439 lb down and 325 lb up at 5-3-4, 439 lb down and 325 lb up at 7-3-4, 439 lb down and 325 lb up at 9-3-4, 439 lb down and 325 lb up at 11-3-4, 466 lb down and 464 lb up at 12-6-12, and 506 lb down and 508 lb up at 14-6-12, and 551 lb down and 556 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 Continued on page 2 March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 16 Heritage at Springmill Job Reference (optional) I40572960 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:06 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-L3?fKcnAzdWZMn1jPHgo?cl?xL42hwkNQoDytzzc2VB LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 1-7=-20 Concentrated Loads (lb) Vert: 11=-439(B) 12=-439(B) 13=-439(B) 14=-439(B) 15=-439(B) 16=-439(B) 17=-435(B) 18=-435(B) 19=-432(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss PB01 Truss Type GABLE Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572961 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:06 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-L3?fKcnAzdWZMn1jPHgo?cl7MLD?h8sNQoDytzzc2VB 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.04 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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.All bearings 3-11-9. (lb) - Max Horz 1=-62(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 6 except 1=-102(LC 10), 2=-101(LC 12), 5=-101(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 6, 2, 5 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 1=102, 2=101, 5=101. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss PB02 Truss Type GABLE Qty 10 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572962 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:07 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-pGZ1YynokxfQzxcwz?C1XpHHklYkQb6WeSzWPQzc2VA Scale = 1:14.3 2 3 4 1 5 3x4 2x4 2x4 3-11-9 3-11-9 1-11-13 1-11-13 3-11-9 1-11-13 -0-0-42-3-82-3-120-1-00-1-814.00 12 Plate Offsets (X,Y)-- [3:Edge,0-3-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 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=-103(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 5 except 1=-148(LC 10), 2=-222(LC 12), 4=-222(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 4 except 2=272(LC 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 1=148, 2=222, 4=222. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss PB03 Truss Type GABLE Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572963 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:09 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-mehozep2GYv7DFlI4QEVcENbdYCSuUMp6mSdUIzc2V8 Scale = 1:33.7 2 34 5 6 7 8 14 13 12 11 10 1 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.13 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) 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=103(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 9 except 8=-151(LC 12), 2=-110(LC 18), 14=-187(LC 9), 10=-156(LC 12), 13=-266(LC 8), 11=-269(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 8, 2, 10 except 14=261(LC 17), 13=396(LC 1), 11=398(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-14=-253/239, 4-13=-381/324, 5-11=-384/328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-2-10 to 0-11-2, Exterior(2R) 0-11-2 to 3-11-2, Interior(1) 3-11-2 to 15-3-15, Exterior(2E) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9 except (jt=lb) 8=151, 2=110, 14=187, 10=156, 13=266, 11=269. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss PB04 Truss Type PIGGYBACK Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572964 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:10 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-ErEAA_qg1s1_qPKVe7lk9SvlIyYodxWzLQBA0lzc2V7 Scale = 1:27.4 1234 5 6 10 987 2x4 3x4 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 1-11-132-1-80-1-80-5-100-1-81-11-1314.00 12 Plate Offsets (X,Y)-- [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.30 0.19 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) 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=-129(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 5 except 10=-130(LC 8), 7=-148(LC 8), 8=-213(LC 9), 9=-281(LC 9) Max Grav All reactions 250 lb or less at joint(s) 10, 5, 7 except 8=309(LC 23), 9=427(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-303/256, 2-9=-413/348 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-4 to 3-1-4, Interior(1) 3-1-4 to 13-8-2, Exterior(2E) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 10=130, 7=148, 8=213, 9=281. 6) Non Standard bearing condition. Review required. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss PB05 Truss Type Piggyback Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572965 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:10 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-ErEAA_qg1s1_qPKVe7lk9SvnfyZRdxqzLQBA0lzc2V7 Scale = 1:29.6 1 2345 6 7 12 11 10 9 8 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], [6:0-4-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.08 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) 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=-186(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 6, 11 except 12=-106(LC 12), 8=-198(LC 8), 10=-212(LC 12), 9=-214(LC 9) Max Grav All reactions 250 lb or less at joint(s) 12, 6, 11 except 8=334(LC 18), 10=310(LC 24), 9=311(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-8=-276/229, 3-10=-304/256, 4-9=-297/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-3 to 1-2-11, Exterior(2R) 1-2-11 to 5-2-11, Interior(1) 5-2-11 to 12-8-2, Exterior(2E) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 11 except (jt=lb) 12=106, 8=198, 10=212, 9=214. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss PB06 Truss Type PIGGYBACK Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572966 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:11 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-i1oYOKrIoA9rSYvhCrGzifSwVMuLMNZ6Z4xjYBzc2V6 Scale = 1:29.5 1 23 4 5 6 10 9 8 7 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], [5:0-6-0,0-1-2] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.17 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) 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=-245(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 9 except 10=-200(LC 12), 5=-174(LC 12), 7=-234(LC 8), 8=-301(LC 9) Max Grav All reactions 250 lb or less at joint(s) 10, 5 except 9=264(LC 1), 7=439(LC 18), 8=428(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-326/268, 3-8=-410/360 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-3 to 2-2-11, Exterior(2R) 2-2-11 to 6-5-10, Interior(1) 6-5-10 to 11-8-2, Exterior(2E) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 10=200, 5=174, 7=234, 8=301. 6) Non Standard bearing condition. Review required. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss PB07 Truss Type Piggyback Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572967 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:12 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-ADMwbfrwZTHi4iUtlYnCEt?2EmCg5pTFokgH4dzc2V5 Scale = 1:33.5 1 234 5 6 10 9 8 7 2x4 3x4 4x6 6x6 4x8 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], [4:0-4-1,0-3-0], [5:0-8-0,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.29 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.01 (loc) 6 6 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Right: 2x6 SP 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=-303(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 9 except 10=-304(LC 12), 5=-263(LC 12), 7=-249(LC 8), 8=-233(LC 9) Max Grav All reactions 250 lb or less at joint(s) 10 except 5=300(LC 17), 9=255(LC 1), 7=512(LC 18), 8=317(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-313/322, 1-2=-284/313, 2-3=-277/339, 3-4=-277/338, 4-5=-344/259 BOT CHORD 9-10=-237/267, 8-9=-238/267, 7-8=-238/267, 5-7=-231/263 WEBS 4-7=-380/272, 3-8=-278/275 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-3 to 3-2-11, Exterior(2R) 3-2-11 to 7-5-10, Interior(1) 7-5-10 to 10-8-2, Exterior(2R) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 10=304, 5=263, 7=249, 8=233. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss PB08 Truss Type Piggyback Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572968 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:13 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-eQwJp?sZKnPZhs34JGIRn4XD09WNqCoP1OQqd4zc2V4 Scale = 1:44.8 1 2 3 4 5 87 6 3x6 3x6 6x6 6x18 MT18HS 6x6 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)-- [2:0-4-1,0-3-0], [3:1-4-1,0-3-0], [4:0-0-5,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.46 0.39 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.01 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 MT18HS Weight: 53 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Right: 2x6 SP 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=-362(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 7 except 8=-430(LC 12), 4=-374(LC 12), 6=-342(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 8=311(LC 17), 4=386(LC 17), 7=362(LC 23), 6=666(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-428/446, 1-2=-393/436, 2-3=-377/462, 3-4=-450/366 BOT CHORD 7-8=-295/344, 6-7=-297/343, 4-6=-290/339 WEBS 2-7=-268/156, 3-6=-507/381 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-3 to 3-1-3, Interior(1) 3-1-3 to 4-2-11, Exterior(2R) 4-2-11 to 8-5-10, Interior(1) 8-5-10 to 9-8-2, Exterior(2R) 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) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 0% 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 8=430, 4=374, 6=342. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss PB09 Truss Type Piggyback Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572969 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:14 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-6cUh0LtB45XQJ0eGtzqgJI4QeZx7Ze7YF29N9Wzc2V3 Scale = 1:46.9 1 2 3 4 5 6 7 12 11 10 9 8 2x4 2x4 4x6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 3x6 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.10 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.01 (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=-421(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 12, 10 except 6=-281(LC 11), 9=-161(LC 10), 8=-609(LC 12), 11=-598(LC 12) Max Grav All reactions 250 lb or less at joint(s) 12 except 6=390(LC 10), 10=283(LC 23), 9=425(LC 18), 8=485(LC 18), 11=469(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-412/494, 3-4=-365/469, 4-5=-414/496, 5-6=-499/481 BOT CHORD 11-12=-333/343, 10-11=-333/343, 9-10=-334/343, 8-9=-330/339, 6-8=-329/339 WEBS 4-9=-356/233, 5-8=-587/640, 2-11=-560/617 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-3 to 3-1-3, Interior(1) 3-1-3 to 5-2-11, Exterior(2E) 5-2-11 to 8-8-2 , Exterior(2R) 8-8-2 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10 except (jt=lb) 6=281, 9=161, 8=609, 11=598. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss PB10 Truss Type Piggyback Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572970 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:15 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-ao23DhuprOfHxADSRgLvsVdaHzGJI42iUivxhyzc2V2 Scale: 1/4"=1' 1 2 3 4 5 6 7 12 11 10 9 8 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.10 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.01 (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=-432(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 12, 10 except 6=-281(LC 11), 9=-179(LC 10), 11=-592(LC 12), 8=-623(LC 12) Max Grav All reactions 250 lb or less at joint(s) 12 except 6=401(LC 10), 9=414(LC 18), 10=268(LC 23), 11=466(LC 17), 8=498(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-430/517, 3-4=-376/484, 4-5=-433/521, 5-6=-512/492 BOT CHORD 11-12=-344/354, 10-11=-344/353, 9-10=-345/353, 8-9=-341/350, 6-8=-340/350 WEBS 4-9=-350/247, 2-11=-557/612, 5-8=-599/651 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-3 to 3-1-3, Interior(1) 3-1-3 to 5-4-15, Exterior(2E) 5-4-15 to 8-5-15, Exterior(2R) 8-5-15 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10 except (jt=lb) 6=281, 9=179, 11=592, 8=623. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T01 Truss Type PIGGYBACK BASE Qty 7 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572971 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:16 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-2?cRR1uRcin8ZKof_Os8Pj9itNTp1R?rjMeUDOzc2V1 Scale = 1:75.4 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 3x8 MT18HS 5x10 MT18HS 8x14 MT18HS 3x8 MT18HS 3x6 3x8 3x6 3x4 3x6 3x6 6x6 6x6 3x6 9-7-11 9-7-11 13-7-5 3-11-9 23-3-0 9-7-11 -0-11-0 0-11-0 3-7-2 3-7-2 9-7-11 6-0-9 13-7-5 3-11-9 19-7-14 6-0-9 23-3-0 3-7-2 24-2-0 0-11-0 1-7-012-10-01-7-012-10-014.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-1-8], [5:0-6-8,0-1-4], [6:0-10-8,0-1-4], [8:0-2-8,0-1-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.55 0.66 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.49 0.02 (loc) 11-12 11-12 11 l/defl >999 >564 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 147 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 5-6: 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 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 9-0-2 oc bracing. WEBS 1 Row at midpt 3-13, 6-13, 8-12 REACTIONS. (size) 15=0-3-8, 11=0-3-8 Max Horz 15=-713(LC 10) Max Uplift 15=-708(LC 12), 11=-708(LC 12) Max Grav 15=982(LC 1), 11=982(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-316/254, 3-5=-1045/810, 5-6=-822/763, 6-8=-1044/809, 8-9=-316/254, 2-15=-359/331, 9-11=-359/331 BOT CHORD 13-15=-391/891, 12-13=-112/587, 11-12=-193/654 WEBS 3-13=-433/578, 5-13=-288/410, 6-13=-321/323, 6-12=-287/416, 8-12=-435/579, 3-15=-979/511, 8-11=-978/510 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 9-7-11, Exterior(2E) 9-7-11 to 13-7-5, Exterior(2R) 13-7-5 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=708, 11=708. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T01A Truss Type HIP Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572972 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:17 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-XBApeNv3N0v?ATMrY5NNxwiqznqAmv_?y0O2mrzc2V0 Scale = 1:72.7 1 2 3 4 5 6 7 8 13 12 11 10 9 6x18 MT18HS 5x10 MT18HS 3x6 3x8 4x6 3x4 4x6 3x4 6x6 6x6 3x4 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)-- [3:0-2-7,0-2-0], [4:1-4-0,Edge], [5:0-4-4,0-3-4], [6:0-2-7,0-2-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.72 0.59 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.38 0.02 (loc) 9-10 9-10 9 l/defl >999 >722 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 132 lb FT = 20% GRIP 169/123 197/144 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 4-2-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 9-2-3 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (size) 13=0-3-8, 9=0-3-8 Max Horz 13=670(LC 11) Max Uplift 13=-708(LC 12), 9=-708(LC 12) Max Grav 13=982(LC 1), 9=982(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-343/308, 3-4=-1057/812, 4-5=-821/743, 5-6=-1057/812, 6-7=-344/308, 2-13=-394/389, 7-9=-394/389 BOT CHORD 11-13=-380/855, 10-11=-110/582, 9-10=-176/636 WEBS 3-11=-371/512, 4-11=-263/391, 5-11=-281/282, 5-10=-263/397, 6-10=-372/513, 3-13=-931/438, 6-9=-930/438 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 14-3-0, Exterior(2R) 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) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 4 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=708, 9=708. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T01B Truss Type HIP Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572973 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:18 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-?NjCsjwh8J1sodx16pucU8F0pABPVVj8Ag7bIHzc2V? Scale = 1:56.4 1 2 3 45 6 7 12 11 10 9 8 6x6 6x6 3x6 3x6 4x8 3x4 4x8 10x10 3x6 10x10 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)-- [2:0-3-8,0-3-4], [3:0-3-9,0-3-0], [5:0-3-9,0-3-0], [6:0-3-8,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.53 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.24 0.02 (loc) 9-11 9-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-12,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 7-9-4 oc bracing. WEBS 1 Row at midpt 4-11, 4-9 REACTIONS. (size) 12=0-3-8, 8=0-3-8 Max Horz 12=545(LC 11) Max Uplift 12=-706(LC 12), 8=-706(LC 12) Max Grav 12=982(LC 1), 8=982(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1022/647, 3-4=-827/687, 4-5=-827/687, 5-6=-1022/647, 2-12=-1057/731, 6-8=-1056/731 BOT CHORD 11-12=-548/722, 9-11=-287/690, 8-9=-285/396 WEBS 3-11=-124/341, 4-11=-263/284, 4-9=-262/284, 5-9=-122/341, 2-11=-150/505, 6-9=-159/516 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 7-0-0, Exterior(2R) 7-0-0 to 11-2-15, Interior(1) 11-2-15 to 16-3-0, Exterior(2R) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=706, 8=706. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T01C Truss Type ROOF SPECIAL Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572974 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:19 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-TaHa33xKvd9jQnWDgWPr0LnAmaShEtwHPKt8qjzc2V_ Scale = 1:57.8 1 2 3 4 5 6 7 8 13 12 11 10 9 5x8 6x6 3x6 3x6 4x10 6x6 3x4 6x10 3x6 8x8 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)-- [2:0-3-8,0-1-8], [3:0-4-14,0-2-8], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.77 0.84 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.74 0.02 (loc) 10-12 10-12 9 l/defl >763 >372 n/a L/d 240 180 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13: 2x6 SPF No.2, 2-12,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-15 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 7-6-6 oc bracing. WEBS 1 Row at midpt 3-12, 4-12, 5-12, 5-10 REACTIONS. (size) 13=0-3-8, 9=0-3-8 Max Horz 13=-528(LC 10) Max Uplift 13=-714(LC 12), 9=-706(LC 12) Max Grav 13=984(LC 1), 9=979(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1049/670, 3-4=-1150/851, 4-5=-937/685, 5-6=-808/608, 6-7=-1059/649, 2-13=-1084/734, 7-9=-1103/709 BOT CHORD 12-13=-550/693, 10-12=-425/848 WEBS 3-12=-852/1326, 4-12=-1030/775, 5-12=-211/303, 5-10=-411/386, 6-10=-180/446, 2-12=-133/529, 7-10=-188/579 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-5-8, Exterior(2E) 6-5-8 to 7-11-0, Interior(1) 7-11-0 to 18-3-0, Exterior(2R) 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) The Fabrication Tolerance at joint 7 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=714, 9=706. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T02 Truss Type COMMON Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572975 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:20 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-xmryHPxygxHa1x5QDEw4ZZKSy_xAzN3Re_ciLAzc2Uz Scale = 1:57.4 1 2 3 4 5 6 9 8 7 3x6 4x6 3x8 3x4 3x4 6x6 3x6 6x6 6-5-8 6-5-8 12-11-0 6-5-8 3-4-0 3-4-0 6-5-8 3-1-8 9-7-0 3-1-8 12-11-0 3-4-0 13-10-0 0-11-0 1-7-09-1-71-7-014.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.32 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 8-9 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,5-7: 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 3-8 REACTIONS. (size) 9=Mechanical, 7=0-3-8 Max Horz 9=-500(LC 10) Max Uplift 9=-338(LC 12), 7=-431(LC 12) Max Grav 9=521(LC 18), 7=571(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-315/283, 2-3=-635/521, 3-4=-632/517, 4-5=-393/429, 1-9=-330/288, 5-7=-470/511 BOT CHORD 8-9=-256/475, 7-8=-53/343 WEBS 3-8=-578/690, 4-8=-332/396, 2-8=-337/394, 2-9=-471/128, 4-7=-497/79 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-3-0, Interior(1) 3-3-0 to 6-5-8, Exterior(2R) 6-5-8 to 9-8-0, Interior(1) 9-8-0 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=338, 7=431. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T03 Truss Type ROOF SPECIAL Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572976 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:22 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-t8zih4zCCYYHHFFoLezYe_PpLobCREXk5I5pQ2zc2Ux Scale = 1:54.3 1 2 3 4 5 6 7 11 10 9 8 2x4 6x6 4x8 6x6 2x4 6x10 6x10 2x4 2x4 2-10-6 2-10-6 9-0-10 6-2-5 11-11-0 2-10-6 -0-11-0 0-11-0 2-10-6 2-10-6 5-11-8 3-1-2 9-0-10 3-1-2 11-11-0 2-10-6 12-10-0 0-11-0 1-7-08-6-71-7-03-0-014.00 12 14.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-7], [4:Edge,0-2-0], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.34 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 0.24 (loc) 9-10 9-10 8 l/defl >999 >768 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 4-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-0 oc bracing. REACTIONS. (size) 11=0-3-8, 8=0-3-8 Max Horz 11=500(LC 11) Max Uplift 11=-406(LC 12), 8=-406(LC 12) Max Grav 11=529(LC 1), 8=529(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-882/381, 2-3=-1621/468, 3-4=-1841/760, 4-5=-1787/711, 5-6=-1425/343, 6-8=-634/369 BOT CHORD 10-11=-740/738, 9-10=-317/495 WEBS 4-9=-521/1398, 5-9=-504/545, 6-9=-141/994, 4-10=-748/1583, 3-10=-545/545, 2-10=-250/1058 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-11-8, Exterior(2R) 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) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=406, 8=406. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T04 Truss Type ROOF SPECIAL Qty 6 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572977 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:23 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-LLX5vQ_qzsg8uOq?vMUnBByzLBxf9g0tKyrMyUzc2Uw Scale = 1:54.3 1 2 3 4 5 9 87 6 2x4 6x6 4x8 5x12 5x12 2x4 2x4 6x6 2x4 2-10-6 2-10-6 9-0-10 6-2-5 11-8-0 2-7-6 2-10-6 2-10-6 5-11-8 3-1-2 9-0-10 3-1-2 11-8-0 2-7-6 1-7-08-6-71-8-120-1-122-10-414.00 12 14.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-7], [3:Edge,0-2-0], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.33 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.16 0.20 (loc) 7-8 7-8 6 l/defl >999 >835 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 4-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-3-10 oc bracing. REACTIONS. (size) 9=0-3-8, 6=Mechanical Max Horz 9=-435(LC 10) Max Uplift 9=-302(LC 12), 6=-305(LC 12) Max Grav 9=483(LC 18), 6=487(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-701/364, 1-2=-1516/570, 2-3=-1702/946, 3-4=-1471/788, 4-5=-1167/460, 5-6=-617/293 BOT CHORD 8-9=-648/644, 7-8=-266/438 WEBS 1-8=-287/1003, 2-8=-527/575, 3-8=-808/1482, 3-7=-574/1099, 4-7=-468/514, 5-7=-250/786 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-3 to 2-11-8, Interior(1) 2-11-8 to 5-11-8, Exterior(2R) 5-11-8 to 8-11-8, Interior(1) 8-11-8 to 11-6-13 zone; cantilever left and right exposed ; end 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) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=302, 6=305. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T05 Truss Type HALF HIP Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572978 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:23 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-LLX5vQ_qzsg8uOq?vMUnBByt3Byf9hUtKyrMyUzc2Uw Scale = 1:50.0 1 23 6 5 4 8x8 8x14 MT18HS 5x6 6x6 2x4 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], [2:0-2-8,0-6-0], [3:Edge,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.68 0.27 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.06 0.01 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 62 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 2-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 2x4 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 6-4-0 oc bracing. WEBS 1 Row at midpt 3-4, 2-4 REACTIONS. (size) 4=Mechanical, 6=0-3-8 Max Horz 6=548(LC 11) Max Uplift 4=-439(LC 9), 6=-223(LC 12) Max Grav 4=527(LC 17), 6=480(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-473/233, 2-3=-250/251, 1-6=-532/255 BOT CHORD 5-6=-855/911, 4-5=-443/601 WEBS 2-4=-751/503, 1-5=-321/424 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-9-0, Exterior(2R) 5-9-0 to 9-11-15, Interior(1) 9-11-15 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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=439, 6=223. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T06 Truss Type HALF HIP Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572979 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:24 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-pX5T6m?Sk9o?WYPBS3?0jPU09bHqu5B0ZcavUxzc2Uv Scale = 1:55.2 1 23 6 5 4 6x6 5x6 6x6 3x4 3x4 8x8 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,0-2-0], [2:0-4-4,0-3-0], [3:Edge,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.79 0.33 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.01 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 2-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 2x4 SPF 2100F 1.8E, 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 5-9-13 oc bracing. WEBS 1 Row at midpt 3-4, 2-4 REACTIONS. (size) 4=Mechanical, 6=0-3-8 Max Horz 6=638(LC 9) Max Uplift 4=-488(LC 9), 6=-194(LC 12) Max Grav 4=568(LC 17), 6=522(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-518/216, 2-3=-275/278, 1-6=-516/260 BOT CHORD 5-6=-1011/1094, 4-5=-442/579 WEBS 2-5=-39/262, 2-4=-838/568, 1-5=-526/578 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-7 to 3-1-7, Interior(1) 3-1-7 to 6-9-0, Exterior(2R) 6-9-0 to 10-11-15, Interior(1) 10-11-15 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 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=488, 6=194. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T07 Truss Type HALF HIP Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572980 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:25 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-IjerK6?4VTws8i_N0nWFGc1DF?dKdcMAnGKT1Nzc2Uu Scale: 3/16"=1' 1 23 6 5 4 6x18 MT18HS 3x6 6x6 3x4 3x4 10x10 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,0-3-4], [2:1-4-1,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.38 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.19 0.01 (loc) 5-6 5-6 4 l/defl >999 >732 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 85 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 2-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2, 2-5,1-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 5-4-0 oc bracing. WEBS 1 Row at midpt 3-4, 2-4, 1-5 REACTIONS. (size) 4=Mechanical, 6=0-3-8 Max Horz 6=721(LC 9) Max Uplift 4=-536(LC 9), 6=-161(LC 12) Max Grav 4=614(LC 17), 6=567(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-565/258, 2-3=-305/312, 1-6=-497/261 BOT CHORD 5-6=-1207/1332, 4-5=-431/546 WEBS 2-5=-59/292, 2-4=-1000/689, 1-5=-798/785 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-7 to 3-1-7, Interior(1) 3-1-7 to 7-9-0, Exterior(2E) 7-9-0 to 11-5-4 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) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) except (jt=lb) 4=536, 6=161. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T08 Truss Type COMMON Qty 6 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572981 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:26 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-mwCDXS0jGn2jlsZaaU1UpqaMOPy8M9JJ0w30Zpzc2Ut Scale = 1:43.2 1 2 3 6 5 4 7 8 9 10 6x8 9x22 MT18HS 6x6 3x6 3x6 3x8 7-2-12 7-2-12 14-11-8 7-8-12 7-2-12 7-2-12 14-11-8 7-8-12 2-6-96-9-32-3-17.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-0], [3: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.81 0.41 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.15 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 58 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x4 SPF 2100F 1.8E 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 5-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 4=0-3-8 Max Horz 6=-323(LC 10) Max Uplift 6=-389(LC 12), 4=-387(LC 12) Max Grav 6=587(LC 1), 4=587(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-545/397, 2-3=-551/388, 1-6=-568/421, 3-4=-559/423 BOT CHORD 5-6=-295/326 WEBS 1-5=-118/398, 3-5=-79/380 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-2-12, Exterior(2R) 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) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 2 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=389, 4=387. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T09 Truss Type ROOF SPECIAL Qty 2 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572982 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:27 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-E6mblo1L14AaN07m8CYjL16d2pJO5XFTFapZ5Gzc2Us Scale = 1:41.4 1 2 3 6 54 7 8 9 10 4x6 4x8 6x8 2x4 3x4 3x8 3x6 4-10-4 4-10-4 12-7-0 7-8-12 4-10-4 4-10-4 12-7-0 7-8-12 3-11-36-9-32-3-10-7-47.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.34 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 -0.01 (loc) 4-5 4-5 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x4 SPF 2100F 1.8E 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. (size) 6=0-3-8, 8=0-3-8 Max Horz 6=-339(LC 10) Max Uplift 6=-327(LC 12), 8=-308(LC 12) Max Grav 6=491(LC 1), 8=469(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-442/330, 2-3=-428/290, 1-6=-538/377 BOT CHORD 5-6=-197/255 WEBS 1-5=-221/382, 3-8=-546/326 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-10-4, Exterior(2R) 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) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=327, 8=308. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T10 Truss Type ROOF SPECIAL Qty 2 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572983 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:28 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-iIKzy82znOIR?Aiyhv4yuFfopCedq_fcTDY7eizc2Ur Scale = 1:38.5 1 2 3 65 4 7 89 10 11 12 4x8 4x8 6x8 2x4 3x4 3x8 3x6 3x6 0-3-8 0-3-8 4-10-4 4-6-12 12-7-0 7-8-12 0-3-8 0-3-8 4-10-4 4-6-12 12-7-0 7-8-12 3-11-36-1-156-9-32-3-17.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-2-0], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.34 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 0.02 (loc) 4-5 4-5 10 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 *Except* 2-3: 2x4 SPF 2100F 1.8E 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 9=0-3-8, 10=0-3-8 Max Horz 9=164(LC 11) Max Uplift 9=-338(LC 12), 10=-284(LC 12) Max Grav 9=472(LC 1), 10=468(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-398/294, 2-3=-407/249 WEBS 1-5=-143/313, 1-9=-534/340, 3-10=-513/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-12 to 3-4-12, Interior(1) 3-4-12 to 4-10-4, Exterior(2R) 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) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=338, 10=284. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572984 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:28 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-iIKzy82znOIR?Aiyhv4yuFffyCXEquvcTDY7eizc2Ur Scale = 1:40.2 1 2 3 754 8 9 10 11 6 4x6 5x8 4x8 5x8 2x4 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.99 0.82 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.13 0.01 (loc) 5-6 5-6 9 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* 1-7,3-4: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 1-7 REACTIONS. (size) 6=0-3-8, 9=0-3-8 Max Horz 6=-398(LC 10) Max Uplift 6=-454(LC 8), 9=-272(LC 13) Max Grav 6=534(LC 18), 9=427(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-538/457, 1-2=-382/315, 2-3=-375/243 BOT CHORD 5-6=-290/368 WEBS 1-5=-385/482, 2-5=-361/400, 3-5=-89/261, 3-9=-522/296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-0-14, Exterior(2R) 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) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=454, 9=272. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572985 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:29 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-AVuM9U2bYiQIcJH8FdbCQSCtEctIZLTmitIgA8zc2Uq Scale = 1:54.2 1 2 3 4 86 5 9 10 11 7 5x10 MT18HS 6x8 4x6 4x6 3x8 3x4 5x8 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.83 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.40 -0.02 (loc) 5-6 5-6 10 l/defl >720 >343 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 73 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-8: 2x4 SPF No.2, 4-5: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 5-3-12 oc bracing. WEBS 1 Row at midpt 1-8, 2-6 REACTIONS. (size) 7=0-3-8, 10=0-3-8 Max Horz 7=-565(LC 10) Max Uplift 7=-474(LC 8), 10=-224(LC 13) Max Grav 7=614(LC 18), 10=474(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-537/394, 1-2=-356/319, 2-3=-374/283, 5-9=-98/381, 4-9=-98/381 BOT CHORD 7-8=-269/274, 6-7=-451/587, 5-6=-142/275 WEBS 1-6=-394/540, 2-6=-345/370, 3-6=-419/509, 3-5=-363/175, 4-10=-541/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-0-14, Exterior(2R) 3-0-14 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) except (jt=lb) 7=474, 10=224. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T13 Truss Type ROOF SPECIAL Qty 3 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572986 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:30 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-ehSkNp3DJ?Y9ETsLpK6Rzgk5E0GaIuxvxX1Eiazc2Up Scale = 1:64.7 1 2 3 75 46 6x8 3x6 5x6 2x4 3x4 3x4 0-11-8 0-11-8 6-3-8 5-4-0 12-7-0 6-3-8 6-3-8 6-3-8 12-7-0 6-3-8 11-1-53-9-47.00 12 Plate Offsets (X,Y)-- [1:0-0-8,0-1-8], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.62 0.63 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.12 0.00 (loc) 4-5 4-5 4 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 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 1-7: 2x6 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 8-8-0 oc bracing. WEBS 1 Row at midpt 1-7, 2-7 REACTIONS. (size) 4=0-3-8, 6=0-3-8 Max Horz 6=-742(LC 8) Max Uplift 4=-162(LC 13), 6=-521(LC 12) Max Grav 4=578(LC 17), 6=710(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-319/328, 1-2=-386/346, 2-3=-486/202, 3-4=-541/302 BOT CHORD 6-7=-578/617, 5-6=-351/576 WEBS 2-7=-645/601, 3-5=-323/571 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=162, 6=521. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T14 Truss Type ROOF SPECIAL Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572987 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:31 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-6t06a94r4Jg0sdRXN1dgVtHCmQgo1EA2ABnnE1zc2Uo Scale = 1:51.0 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 4x6 5x8 4x6 5x12 3x6 4x8 3x4 12x12 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], [3:0-3-0,0-3-0], [7:0-1-12,0-0-0], [7:Edge,0-10-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.38 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-11: 2x4 SPF No.2, 5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 7-11-4 oc bracing. WEBS 1 Row at midpt 1-11, 1-10, 2-10 REACTIONS. (size) 11=0-3-8, 7=0-3-8 Max Horz 11=-607(LC 10) Max Uplift 11=-511(LC 12), 7=-492(LC 12) Max Grav 11=734(LC 18), 7=747(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-779/565, 1-2=-487/400, 2-4=-528/343, 4-5=-871/469, 5-7=-683/526 BOT CHORD 10-11=-518/675, 8-10=-171/695, 7-8=-225/384 WEBS 1-10=-511/785, 2-10=-257/309, 4-10=-634/535, 4-8=0/251, 5-8=0/465 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-0-2, Exterior(2R) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=511, 7=492. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T15 Truss Type ROOF SPECIAL Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572988 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:32 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-a4aUoV5TrdotTn0jwl8v25qNQqxhmplCOrWKnTzc2Un Scale = 1:39.9 1 2 3 4 5 9 8 7 6 10 11 12 13 4x6 6x6 5x10 MT18HS 3x6 3x8 3x6 6x6 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 Plate Offsets (X,Y)-- [2:0-6-1,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.77 0.65 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.29 0.01 (loc) 6-8 6-8 6 l/defl >999 >697 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 72 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 2-5: 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 (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 9-4-14 oc bracing. WEBS 1 Row at midpt 1-9, 1-8 REACTIONS. (size) 9=0-3-8, 6=0-3-8 Max Horz 9=-441(LC 10) Max Uplift 9=-482(LC 12), 6=-523(LC 12) Max Grav 9=681(LC 1), 6=749(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-696/526, 1-2=-688/518, 2-3=-745/479, 3-4=-304/189, 4-6=-310/308 BOT CHORD 8-9=-368/494, 6-8=-309/723 WEBS 1-8=-463/792, 2-8=-150/277, 3-8=-261/351, 3-6=-636/431 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-4 to 3-1-4, Interior(1) 3-1-4 to 8-0-2, Exterior(2R) 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=482, 6=523. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T16 Truss Type ROOF SPECIAL Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572989 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:33 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-3G7s?r66cwwj5xbwUSf8bIMbYDJqVDHLdVGuJvzc2Um Scale = 1:38.8 1 2 3 4 5 6 10 9 8 7 11 12 13 14 3x6 4x6 6x6 5x8 3x6 3x4 3x12 5x6 5x6 3x6 0-2-55-3-14 5-3-14 8-8-0 3-4-2 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)-- [3:0-5-6,0-2-8], [5:0-7-15,Edge], [9:0-2-8,0-1-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.62 0.53 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.28 0.01 (loc) 5-7 5-7 5 l/defl >999 >731 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x6 SPF No.2, 3-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Right 2x8 SP 2400F 2.0E 5-1-0 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. REACTIONS. (size) 10=0-3-8, 5=0-3-8 Max Horz 10=-337(LC 10) Max Uplift 10=-465(LC 12), 5=-534(LC 12) Max Grav 10=688(LC 1), 5=746(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-664/494, 1-2=-795/555, 2-3=-778/576, 3-5=-800/490 BOT CHORD 9-10=-193/279, 7-9=-302/753, 5-7=-170/574 WEBS 3-7=-91/406, 2-9=-478/384, 2-7=-278/216, 1-9=-561/887 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-4 to 3-1-4, Interior(1) 3-1-4 to 8-8-0, Exterior(2R) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=465, 5=534. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T17 Truss Type Common Qty 2 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572990 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:33 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-3G7s?r66cwwj5xbwUSf8bIMfUDIcVFeLdVGuJvzc2Um Scale = 1:38.0 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 4x6 3x6 3x8 3x6 3x6 12x12 12x12 8-8-0 8-8-0 17-4-0 8-8-0 -0-11-0 0-11-0 4-5-4 4-5-4 8-8-0 4-2-12 12-10-12 4-2-12 17-4-0 4-5-4 18-3-0 0-11-0 1-0-06-0-111-0-07.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-0], [2:Edge,0-3-8], [6:0-1-12,0-1-0], [8:Edge,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.61 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.22 0.02 (loc) 9-11 9-11 8 l/defl >999 >946 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 11=0-3-8, 8=0-3-8 Max Horz 11=-279(LC 10) Max Uplift 11=-552(LC 12), 8=-552(LC 12) Max Grav 11=745(LC 1), 8=745(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-316/237, 3-4=-733/541, 4-5=-733/541, 5-6=-316/237, 2-11=-326/343, 6-8=-325/343 BOT CHORD 9-11=-329/760, 8-9=-329/695 WEBS 4-9=-272/468, 5-9=-236/331, 3-9=-235/331, 3-11=-633/413, 5-8=-633/413 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 8-8-0, Exterior(2R) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=552, 8=552. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T17A Truss Type ROOF SPECIAL Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572991 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:34 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-XShFDB6kNE2aj5A62ABN7WvmTddREk8Vs9?RrMzc2Ul Scale = 1:38.8 1 2 3 4 5 6 9 8 7 10 11 12 6x6 2x4 6x6 5x8 3x6 3x4 3x12 5x6 5x6 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)-- [3:0-5-6,0-2-8], [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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.64 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.25 0.02 (loc) 7-9 7-9 5 l/defl >999 >833 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x6 SPF No.2, 3-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Right 2x8 SP 2400F 2.0E 5-1-0 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 8-5-3 oc bracing. REACTIONS. (size) 9=0-3-8, 5=0-3-8 Max Horz 9=-266(LC 10) Max Uplift 9=-455(LC 12), 5=-544(LC 12) Max Grav 9=688(LC 1), 5=746(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-781/518, 3-5=-812/502 BOT CHORD 7-9=-454/777, 5-7=-183/589 WEBS 2-9=-925/801, 2-7=-206/274, 3-7=0/390 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-4 to 1-3-14, Interior(1) 1-3-14 to 8-8-0, Exterior(2R) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=455, 5=544. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T18 Truss Type GABLE Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572992 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:37 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-x1NNrD9cg9Q9aYuhjIk4l8XIXrehRzZxY7E5Sgzc2Ui Scale = 1:81.6 Sheet Back Left Option 12-3-15 1 Ply 7/16OSB8 1 23 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 5x8 5x8 6x8 4x6 8x14 MT18HS 3x8 MT18HS 2x4 6x10 2x4 3x6 3x4 3x4 4x8 3x4 3x6 6x6 3x6 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 3x8 MT18HS0-1-122-8-012-3-15 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)-- [1:Edge,0-1-5], [2:0-5-10,0-2-8], [4:0-4-4,Edge], [5:0-3-2,0-2-0], [6:0-10-8,0-1-4], [8:0-2-8,0-1-8], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.66 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.45 0.03 (loc) 11-12 11-12 16 l/defl >999 >618 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 369 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7,7-10: 2x4 SP 2400F 2.0E 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 5-5-13 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 3-11-9 oc bracing. WEBS 1 Row at midpt 2-17, 4-17, 4-15, 4-13, 5-13, 6-13, 8-12 REACTIONS. (size) 19=2-7-8, 11=0-3-8, 16=0-3-8 Max Horz 19=593(LC 11) Max Uplift 19=-211(LC 12), 11=-732(LC 12), 16=-905(LC 12) Max Grav 19=371(LC 23), 11=998(LC 18), 16=1375(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-360/211, 4-5=-1070/1013, 5-6=-764/785, 6-8=-1006/834, 8-9=-298/263, 1-19=-375/212, 9-11=-338/339 BOT CHORD 18-19=-596/554, 17-18=-422/555, 16-20=-1508/933, 17-20=-1395/904, 3-17=-528/513, 13-15=-149/534, 12-13=-51/488, 11-12=-167/595 WEBS 2-17=-329/182, 17-21=-175/596, 15-21=-173/586, 17-22=-765/670, 4-22=-875/721, 4-13=-553/619, 5-13=-581/596, 6-12=-249/439, 8-12=-398/573, 8-11=-886/527 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-3-3, Exterior(2R) 3-3-3 to 6-3-3, Interior(1) 6-3-3 to 19-8-3, Exterior(2R) 19-8-3 to 22-8-3, Interior(1) 22-8-3 to 23-7-13, Exterior(2R) 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) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 4 = 8%, joint 6 = 16% 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=211, 11=732, 16=905. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T19 Truss Type PIGGYBACK BASE Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572993 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:38 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-PDxl2Y9ERTZ0BiTtH0FJIM4TAE_8AQT4nnzf_7zc2Uh Scale = 1:76.2 1 23 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 6x8 6x8 6x6 4x6 8x14 MT18HS 3x8 MT18HS 2x4 6x10 2x4 3x8 MT18HS 3x6 3x4 5x12 3x4 3x6 6x6 3x6 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)-- [1:Edge,0-1-5], [2:0-6-1,0-3-0], [4:0-3-0,Edge], [5:0-3-2,0-2-0], [6:0-10-8,0-1-4], [8:0-2-8,0-1-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.65 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.48 0.02 (loc) 11-12 11-12 15 l/defl >999 >542 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 198 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7,7-10: 2x4 SP 2400F 2.0E 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 5-8-12 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 3-11-10 oc bracing. WEBS 1 Row at midpt 2-16, 4-16, 4-14, 5-14, 6-14, 8-12 REACTIONS. (size) 18=0-5-8, 15=0-7-0, 11=0-3-8 Max Horz 18=594(LC 11) Max Uplift 18=-237(LC 12), 15=-913(LC 12), 11=-697(LC 12) Max Grav 18=425(LC 23), 15=1368(LC 1), 11=965(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-413/236, 4-5=-1057/1035, 5-6=-713/738, 6-8=-943/795, 8-9=-299/257, 1-18=-417/248, 9-11=-339/334 BOT CHORD 17-18=-601/597, 16-17=-402/546, 15-16=-1499/958, 3-16=-527/513, 12-14=-40/447, 11-12=-153/558 WEBS 2-16=-370/217, 14-16=-149/550, 4-16=-815/682, 4-14=-517/585, 5-14=-649/639, 6-12=-280/409, 8-12=-408/578, 8-11=-816/493 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-3-3, Exterior(2R) 4-3-3 to 7-3-3, Interior(1) 7-3-3 to 19-8-3, Exterior(2R) 19-8-3 to 22-8-3, Interior(1) 22-8-3 to 23-7-13, Exterior(2R) 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) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=237, 15=913, 11=697. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T20 Truss Type PIGGYBACK BASE Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572994 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:39 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-tQV8GuAsCmhtps23rjmYqZccSeLdvqSE?RjCWZzc2Ug Scale = 1:76.3 1 23 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 8x8 8x14 MT18HS 8x8 4x6 8x14 MT18HS 3x8 MT18HS 2x4 5x12 2x4 3x6 3x6 3x4 5x12 3x4 3x4 6x6 3x6 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:Edge,0-1-5], [2:0-2-8,0-5-12], [4:0-4-0,0-3-8], [5:0-3-2,0-2-0], [6:0-10-8,0-1-4], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.63 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.46 0.03 (loc) 11-12 11-12 11 l/defl >997 >495 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 217 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-4: 2x6 SPF No.2, 6-7,7-10: 2x4 SP 2400F 2.0E 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 4-9-12 oc bracing. WEBS 1 Row at midpt 2-16, 4-14, 5-14, 6-14, 8-12 REACTIONS. (size) 18=0-5-8, 15=0-5-8, 11=0-3-8 Max Horz 18=596(LC 11) Max Uplift 18=-341(LC 12), 15=-869(LC 12), 11=-645(LC 12) Max Grav 18=556(LC 23), 15=1342(LC 1), 11=886(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-559/342, 2-3=-195/256, 3-4=-182/253, 4-5=-860/975, 5-6=-587/678, 6-8=-811/724, 8-9=-288/260, 1-18=-566/355, 9-11=-335/345 BOT CHORD 17-18=-610/642, 16-17=-349/582, 15-16=-1493/901, 3-16=-595/590, 12-14=-35/366, 11-12=-123/483 WEBS 2-17=0/301, 2-16=-425/229, 14-16=-124/452, 4-16=-649/629, 4-14=-186/293, 5-14=-626/511, 6-14=-297/100, 6-12=-272/444, 8-12=-426/586, 1-17=-92/295, 8-11=-684/418 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-3-3, Exterior(2R) 5-3-3 to 8-3-3, Interior(1) 8-3-3 to 19-8-3, Exterior(2R) 19-8-3 to 22-8-3, Interior(1) 22-8-3 to 23-7-13, Exterior(2R) 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) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=341, 15=869, 11=645. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T21 Truss Type PIGGYBACK BASE Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572995 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:41 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-qocuhaC7jOxb29CSy8p0v_iy0S01NoOXTlCJbSzc2Ue Scale = 1:76.1 1 234 5 6 7 8 9 18 16 15 14 13 12 11 10 17 6x8 6x6 8x8 3x8 MT18HS 12x12 5x12 2x4 3x6 3x6 3x4 3x8 3x4 3x4 6x6 3x6 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)-- [2:0-6-1,0-3-0], [5:0-6-4,0-5-4], [15:0-4-0,0-2-4], [18:Edge,0-9-4], [18:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.64 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.46 0.02 (loc) 10-11 10-11 10 l/defl >998 >496 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 203 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 2-4: 2x4 SPF No.2, 5-6,6-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-15,5-13,5-11,1-18,4-13: 2x4 SPF No.2, 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 5-2-5 oc bracing. Except: 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=588(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 18=-523(LC 12), 14=-701(LC 9), 10=-742(LC 12) Max Grav All reactions 250 lb or less at joint(s) 17 except 18=546(LC 1), 14=1260(LC 1), 10=948(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-658/499, 2-3=-421/542, 3-4=-415/543, 4-5=-693/794, 5-7=-918/842, 7-8=-300/271, 1-18=-661/504, 8-10=-342/349 BOT CHORD 17-18=-584/641, 16-17=-584/641, 15-16=-279/528, 14-15=-1294/732, 3-15=-516/503, 11-13=-21/365, 10-11=-165/527 WEBS 2-16=0/275, 2-15=-408/205, 13-15=-65/416, 4-15=-494/442, 5-11=-250/425, 7-11=-397/553, 1-16=-131/339, 7-10=-761/527 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-7 to 3-1-7, Interior(1) 3-1-7 to 6-3-3, Exterior(2R) 6-3-3 to 9-3-3, Interior(1) 9-3-3 to 23-7-13, Exterior(2R) 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 523 lb uplift at joint 18, 701 lb uplift at joint 14 and 742 lb uplift at joint 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T22 Truss Type PIGGYBACK BASE Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572996 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:42 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-I?AGuwDlUh3SgJneWrKFSCE7YsKY6F5giPys7uzc2Ud Scale = 1:75.4 1 2 3456 7 8 9 10 11 19 18 17 16 15 14 13 12 5x6 5x10 MT18HS 3x6 5x10 MT18HS 3x8 MT18HS 2x4 3x6 3x6 3x6 3x8 4x10 6x8 3x4 6x6 6x6 3x6 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)-- [3:0-6-12,0-1-8], [7:0-6-4,0-1-0], [13:0-4-8,0-2-0], [16:0-6-0,0-4-8], [18:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.75 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.39 0.02 (loc) 12-13 12-13 15 l/defl >999 >586 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 195 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8,8-11: 2x4 SP 2400F 2.0E 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 5-4-6 oc bracing. Except: 1 Row at midpt 4-16 WEBS 1 Row at midpt 3-17, 6-16, 6-13, 9-13 REACTIONS. (size) 15=0-5-8, 18=0-5-8, 12=0-3-8 Max Horz 18=593(LC 11) Max Uplift 15=-594(LC 9), 18=-612(LC 12), 12=-760(LC 13) Max Grav 15=1172(LC 1), 18=672(LC 23), 12=953(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-621/539, 3-4=-512/545, 4-6=-427/570, 6-7=-741/801, 7-9=-932/858, 9-10=-286/270, 10-12=-329/345 BOT CHORD 17-18=-600/569, 16-17=-249/482, 15-16=-1189/638, 4-16=-613/535, 12-13=-181/539 WEBS 4-17=-115/304, 13-16=-128/421, 6-16=-496/384, 6-13=-122/270, 7-13=-255/284, 2-18=-811/690, 2-17=-160/346, 9-13=-406/568, 9-12=-799/551 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-4-1, Exterior(2R) 6-4-1 to 10-7-0, Interior(1) 10-7-0 to 23-7-13, Exterior(2R) 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) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 594 lb uplift at joint 15, 612 lb uplift at joint 18 and 760 lb uplift at joint 12. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T23 Truss Type PIGGYBACK BASE Qty 4 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572997 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:43 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-mBke5GDNF?BJITMr4ZrU?PnImFihrffpw3hQfKzc2Uc Scale = 1:75.4 12 3 4 5 10 9 8 76 12 11 6x6 5x10 MT18HS 2x4 3x4 3x6 3x4 4x6 3x8 3x6 3x8 3x8 3x6 6x6 0-3-8 0-3-8 7-11-6 7-7-14 15-7-5 7-7-14 25-0-0 9-4-11 7-11-6 7-11-6 15-7-5 7-7-14 21-7-14 6-0-9 25-0-0 3-4-2 12-6-86-8-412-10-01-10-86-1-1212-10-014.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-1-4], [4:0-2-8,0-1-8], [11:0-1-0,0-3-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.63 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.41 0.04 (loc) 6-7 6-7 6 l/defl >999 >723 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 160 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SP 2400F 2.0E 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 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-11 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. (size) 6=Mechanical, 12=0-3-0 Max Horz 12=-914(LC 12) Max Uplift 6=-625(LC 12), 12=-668(LC 12) Max Grav 6=1034(LC 18), 12=977(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-861/770, 3-4=-1103/817 BOT CHORD 11-12=-876/537, 7-9=-200/468, 6-7=-268/595 WEBS 9-11=-276/606, 2-11=-1080/992, 2-9=-236/268, 3-7=-186/345, 4-7=-366/537, 4-6=-1013/661 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 15-7-5, Exterior(2R) 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) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 625 lb uplift at joint 6 and 668 lb uplift at joint 12. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T24 Truss Type PIGGYBACK BASE Qty 3 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572998 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:45 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-iasPWyFdncR1XnVDB_ty4qseG3NgJZk6ONAWkDzc2Ua Scale = 1:75.4 12 3 4 5 6 7 12 11 10 98 14 13 6x6 5x10 MT18HS 3x8 MT18HS 3x4 3x6 3x4 4x6 3x8 3x6 4x8 3x8 3x6 6x6 3x6 0-3-8 0-3-8 7-11-6 7-7-14 15-7-5 7-7-14 25-3-0 9-7-11 7-11-6 7-11-6 15-7-5 7-7-14 21-7-14 6-0-9 25-3-0 3-7-2 26-2-0 0-11-0 12-6-86-8-412-10-01-7-06-1-1212-10-014.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-1-4], [5:0-2-8,0-1-8], [13:0-1-0,0-3-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.66 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.45 0.05 (loc) 8-9 8-9 8 l/defl >999 >664 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 163 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 1-3: 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 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-12 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. (size) 8=0-3-8, 14=0-3-0 Max Horz 14=-1055(LC 12) Max Uplift 8=-764(LC 12), 14=-642(LC 12) Max Grav 8=1120(LC 18), 14=985(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-884/808, 3-5=-1137/872, 5-6=-322/268, 6-8=-365/344 BOT CHORD 13-14=-899/506, 9-11=-161/492, 8-9=-189/662 WEBS 11-13=-226/635, 2-13=-1112/1067, 2-11=-256/235, 3-9=-227/371, 5-9=-403/564, 5-8=-997/559 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 15-7-5, Exterior(2R) 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) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 764 lb uplift at joint 8 and 642 lb uplift at joint 14. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T25 Truss Type ROOF SPECIAL Qty 4 Ply 1 16 Heritage at Springmill Job Reference (optional) I40572999 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:46 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-AmQnkIGFYwZt9x4QlhOBc2PlqTli244Gc1w4Gfzc2UZ Scale = 1:78.2 12 3 4 5 6 7 8 9 13 12 11 10 3x6 4x8 3x6 3x6 6x10 6x10 3x6 2x4 2x4 8x8 8x8 5-5-8 5-5-8 13-6-0 8-0-8 18-11-8 5-5-8 -0-11-0 0-11-0 5-5-8 5-5-8 9-5-12 4-0-4 13-6-0 4-0-4 18-11-8 5-5-8 19-10-8 0-11-0 1-7-412-7-151-7-43-5-1414.00 12 8.38 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [5:Edge,0-2-0], [8:Edge,0-1-5], [10:0-0-0,0-0-1], [13:0-0-0,0-0-1] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.84 0.54 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.38 0.17 (loc) 11-12 11-12 10 l/defl >999 >596 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 3-9-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-3-6 oc bracing. WEBS 1 Row at midpt 5-11, 5-12 REACTIONS. (size) 13=0-5-8, 10=0-5-8 Max Horz 13=-715(LC 10) Max Uplift 13=-595(LC 12), 10=-595(LC 12) Max Grav 13=810(LC 1), 10=810(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1509/429, 4-5=-1960/1135, 5-6=-1939/1135, 6-8=-1425/414, 2-13=-1150/684, 8-10=-985/684 BOT CHORD 12-13=-876/980, 11-12=-359/686, 10-11=-181/331 WEBS 5-11=-823/1447, 6-11=-780/885, 5-12=-823/1504, 4-12=-785/885, 2-12=0/723, 8-11=-162/960 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 9-5-12, Exterior(2R) 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) The Fabrication Tolerance at joint 2 = 4%, joint 8 = 4% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 595 lb uplift at joint 13 and 595 lb uplift at joint 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T26 Truss Type ROOF SPECIAL Qty 3 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573000 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:47 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-ey_9xdGuJEhkn4fcJPvQ9Fxxit4xnVIPrhfdp5zc2UY Scale = 1:78.2 12 3 4 5 6 7 11 10 9 8 3x6 4x8 8x8 3x6 6x10 6x10 3x6 2x4 2x4 8x8 5-5-8 5-5-8 13-6-0 8-0-8 18-11-8 5-5-8 -0-11-0 0-11-0 5-5-8 5-5-8 9-5-12 4-0-4 13-6-0 4-0-4 18-11-8 5-5-8 1-7-412-7-151-7-43-5-1414.00 12 8.38 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [5:Edge,0-2-0], [7:Edge,0-1-5], [8:0-0-0,0-0-1], [11:0-0-0,0-0-1] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.54 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.38 0.16 (loc) 9-10 9-10 8 l/defl >999 >596 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 3-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. WEBS 1 Row at midpt 5-9, 5-10 REACTIONS. (size) 11=0-5-8, 8=0-5-8 Max Horz 11=690(LC 11) Max Uplift 11=-591(LC 12), 8=-498(LC 12) Max Grav 11=812(LC 1), 8=760(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1475/586, 4-5=-1892/1307, 5-6=-1891/1320, 6-7=-1396/562, 2-11=-1115/771, 7-8=-950/580 BOT CHORD 10-11=-846/934, 9-10=-325/648 WEBS 5-9=-979/1413, 6-9=-811/933, 5-10=-972/1474, 4-10=-786/885, 2-10=0/699, 7-9=-157/925 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 9-5-12, Exterior(2R) 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) The Fabrication Tolerance at joint 7 = 4%, joint 2 = 4% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 591 lb uplift at joint 11 and 498 lb uplift at joint 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T27 Truss Type ROOF SPECIAL Qty 2 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573001 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:48 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-69XX9zHW4XpbOEEos6RfiTU7IGQTWyFZ4LPBLYzc2UX Scale = 1:76.9 1 2 3 4 5 10 9 87 6 11 12 5x8 4x8 6x6 6x10 6x10 3x6 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:Edge,0-1-0], [6:0-0-0,0-0-1] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.52 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.35 0.14 (loc) 7-8 7-8 6 l/defl >999 >627 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 3-6-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-4-5 oc bracing: 8-9. WEBS 1 Row at midpt 3-8, 3-7 REACTIONS. (size) 6=0-5-8, 12=0-1-8 Max Horz 12=615(LC 11) Max Uplift 6=-481(LC 12), 12=-472(LC 12) Max Grav 6=732(LC 1), 12=720(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1250/506, 2-3=-1715/1183, 3-4=-1844/1287, 4-5=-1324/529, 5-6=-926/563 BOT CHORD 8-9=-493/611, 7-8=-299/610 WEBS 2-8=-740/846, 3-8=-844/1243, 3-7=-969/1402, 4-7=-815/933, 5-7=-124/874, 9-11=-282/306, 1-11=-282/306, 1-8=-98/724, 1-12=-877/494 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-12 to 3-3-12, Interior(1) 3-3-12 to 9-0-4, Exterior(2R) 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) 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. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 481 lb uplift at joint 6 and 472 lb uplift at joint 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T28 Truss Type ROOF SPECIAL Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573002 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:49 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-bL5wMJI8rrxS0Op_QpyuEg1K2gmmFQeiJ?8kt_zc2UW Scale = 1:75.6 1 2 3 4 5 11 10 98 7 6 12 1314 15 5x8 4x6 5x8 5x12 5x12 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.52 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.33 -0.11 (loc) 8-9 8-9 15 l/defl >999 >645 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* 1-12,5-13,1-10,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing. WEBS 1 Row at midpt 3-8, 3-9 REACTIONS. (size) 14=0-1-8, 15=0-1-8 Max Horz 14=529(LC 11) Max Uplift 14=-451(LC 12), 15=-451(LC 12) Max Grav 14=702(LC 18), 15=702(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1191/603, 2-3=-1661/1256, 3-4=-1662/1256, 4-5=-1193/603, 10-12=-304/265, 1-12=-304/265 BOT CHORD 9-10=-421/676, 8-9=-190/560, 7-8=-191/347 WEBS 3-8=-913/1214, 4-8=-713/813, 3-9=-913/1212, 2-9=-713/813, 1-9=-36/567, 5-8=-69/609, 1-14=-858/476, 5-15=-858/476 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 9-0-4, Exterior(2R) 9-0-4 to 12-0-4, Interior(1) 12-0-4 to 17-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14, 15. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 451 lb uplift at joint 14 and 451 lb uplift at joint 15. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. WHERE SCISSOR TYPE TRUSSES ARE ATTACHED TO GIRDER TRUSSES, AN ADEQUATE SYSTEM OF BRACING MUST BE DESIGNED BY THE PROJECT ARCHITECT/ENGINEER TO PREVENT LATERAL DISPLACEMENT OF THE GIRDER TRUSS. SUCH BRACING IS ESSENTIAL TO THE OVERALL STABILITY OF THE STRUCTURE. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss T29 Truss Type MONOPITCH Qty 7 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573003 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:50 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-3XfIafJmc93JeYOB_XT7nuZU947?_2yrXfuHPQzc2UV Scale = 1:55.0 2 3 4 6 5 1 3x8 3x8 5x8 8x8 2x4 0-5-8 0-5-8 3-0-6 2-6-14 4-1-2 1-0-13 6-8-0 2-6-14 7-1-8 0-5-8 3-0-6 3-0-6 4-1-2 1-0-13 7-1-8 3-0-6 0-7-138-10-18-3-23-0-014.00 12 14.00 12 Plate Offsets (X,Y)-- [5:0-7-3,0-0-15], [6:0-4-0,0-5-4] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.46 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.26 0.56 (loc) 2-6 2-6 5 l/defl >397 >317 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E 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. (size) 1=0-5-8, 5=0-5-8 Max Horz 1=588(LC 11) Max Uplift 1=-59(LC 8), 5=-378(LC 9) Max Grav 1=448(LC 18), 5=469(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-846/756, 2-3=-668/651, 3-4=-604/668, 4-5=-745/615 BOT CHORD 5-6=-384/344 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 6-11-7 zone; cantilever left and right exposed ; end 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) 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 1 and 378 lb uplift at joint 5. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 16 Heritage at Springmill Job Reference (optional) I40573004 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:51 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-XkDgn?JONSBAFizNYE_MJ56kjUQMjJg?mIdrytzc2UU Scale: 1/2"=1' 1 2 3 4 5 678910 3x12 4x6 4x6 3x12 4x6 3x12 4-9-8 4-9-8 9-7-0 4-9-8 4-9-8 4-9-8 9-7-0 4-9-8 1-0-03-9-91-0-07.00 12 Plate Offsets (X,Y)-- [1:0-5-8,Edge], [5:0-7-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.70 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.06 -0.01 (loc) 1-6 1-6 5 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 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-9-8, Right 2x6 SPF No.2 2-9-8 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. (size) 1=0-3-8, 5=0-3-8 Max Horz 1=-138(LC 6) Max Uplift 1=-1771(LC 8), 5=-1706(LC 8) Max Grav 1=2391(LC 1), 5=2306(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2719/2075, 3-5=-2722/2078 BOT CHORD 1-6=-1567/2239, 5-6=-1567/2239 WEBS 3-6=-1988/2691 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1771 lb uplift at joint 1 and 1706 lb uplift at joint 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 957 lb down and 645 lb up at 1-8-4, 957 lb down and 645 lb up at 3-8-4, 147 lb down and 219 lb up at 3-9-8, 957 lb down and 645 lb up at 5-8-4, and 147 lb down and 219 lb up at 5-9-8, and 957 lb down and 645 lb up 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 Continued on page 2 March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 16 Heritage at Springmill Job Reference (optional) I40573004 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:51 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-XkDgn?JONSBAFizNYE_MJ56kjUQMjJg?mIdrytzc2UU LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 1-5=-20 Concentrated Loads (lb) Vert: 7=-957(B) 8=-1008(B=-957) 9=-1008(B=-957) 10=-957(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss TG02 Truss Type HALF HIP GIRDER Qty 2 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573005 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:52 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-?wn2_LK08mJ1tsYZ5yVbsJfuguvCSxO8?yNOUJzc2UT Scale = 1:19.0 1 2 34 7 65 4x6 2x4 3x6 2x4 3x8 3x4 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], [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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.43 0.09 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 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. (size) 7=0-3-8, 5=0-1-8 Max Horz 7=221(LC 26) Max Uplift 7=-124(LC 8), 5=-199(LC 5) Max Grav 7=215(LC 32), 5=159(LC 25) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 7 and 199 lb uplift at joint 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 125 lb down and 99 lb up at 1-4-6 on top chord, and 27 lb down and 41 lb up at 1-4-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=3(F) March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573006 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:53 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-T6LQChLev4RuV?7mff0qPWByrH6pBAEIDc6y0lzc2US Scale = 1:58.2 1 2 3 4 5 6 7 8 14 13 12 11 10 915 16 17 18 19 20 4x8 6x6 4x6 4x10 4x6 6x10 6x6 3x6 4x10 4x10 6x8 8x8 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,0-2-4], [3:0-4-12,0-2-0], [4:0-3-0,0-2-12], [6:0-3-14,0-2-0], [7:Edge,0-1-5], [9:Edge,0-3-8], [11:0-3-0,0-4-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.85 0.58 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 0.22 -0.04 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-13,2-14,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-11 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 4-7-7 oc bracing. WEBS 1 Row at midpt 3-13, 4-13, 5-10 REACTIONS. (size) 14=0-3-8, 9=0-3-8 Max Horz 14=-519(LC 6) Max Uplift 14=-1290(LC 8), 9=-2241(LC 8) Max Grav 14=1316(LC 31), 9=1911(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1323/1306, 3-4=-1313/1411, 4-5=-2278/2592, 5-6=-1182/1498, 6-7=-1763/2070, 2-14=-1242/1294, 7-9=-1905/2206 BOT CHORD 13-14=-556/742, 11-13=-1760/2079, 10-11=-2073/2164 WEBS 3-13=-1712/1533, 4-13=-1920/2326, 4-11=-888/694, 5-11=-502/608, 5-10=-1278/1249, 6-10=-1330/1132, 2-13=-584/800, 7-10=-1252/1268 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); 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) The Fabrication Tolerance at joint 2 = 0% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1290 lb uplift at joint 14 and 2241 lb uplift at joint 9. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 380 lb down and 430 lb up at 12-11-12, 207 lb down and 374 lb up at 13-8-4, 262 lb down and 320 lb up at 15-8-4, 262 lb down and 320 lb up at 17-8-4, and 262 lb down and 320 lb up at 19-8-4, and 228 lb down and 398 lb up at 21-8-4 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 Continued on page 2 March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573006 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:53 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-T6LQChLev4RuV?7mff0qPWByrH6pBAEIDc6y0lzc2US 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: 15=-257(B) 16=-88(B) 17=-76 18=-76 19=-76 20=-72 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss TG04 Truss Type HIP GIRDER Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573007 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:54 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-xIvpP1MHgNal69hyDNX3xkk70hMUwl3RSGsVYBzc2UR Scale: 3/8"=1' 1 2 3 4 5 6 7 8 11 10 912 13 14 15 5x10 MT18HS 5x10 MT18HS 4x10 4x8 5x10 MT18HS3x12 6x6 4x10 4x8 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], [4:0-3-8,0-2-12], [5:0-7-8,0-2-8], [7:0-7-15,Edge], [9:0-3-0,0-4-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.89 1.00 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.42 0.40 -0.05 (loc) 9-11 9-11 7 l/defl >491 >522 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 79 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-11-15, Right 2x6 SPF No.2 2-11-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc purlins, except 2-0-0 oc purlins (5-0-7 max.): 4-5. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-3-8, 7=0-3-8 Max Horz 2=139(LC 26) Max Uplift 2=-1875(LC 8), 7=-1889(LC 8) Max Grav 2=1434(LC 31), 7=1442(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2184/3010, 4-5=-1837/2679, 5-7=-2201/3040 BOT CHORD 2-11=-2339/1843, 9-11=-2392/1887, 7-9=-2364/1759 WEBS 4-11=-1274/1047, 5-9=-1309/1090 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); 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) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 8% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1875 lb uplift at joint 2 and 1889 lb uplift at joint 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 115 lb down and 167 lb up at 3-0-12, 325 lb down and 475 lb up at 5-0-12, 325 lb down and 475 lb up at 7-0-12, 325 lb down and 475 lb up at 8-8-0, 325 lb down and 475 lb up at 10-3-4, and 325 lb down and 475 lb up at 12-3-4, and 115 lb down and 167 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, 2-7=-20 Continued on page 2 March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss TG04 Truss Type HIP GIRDER Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573007 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:54 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-xIvpP1MHgNal69hyDNX3xkk70hMUwl3RSGsVYBzc2UR LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-32 11=-32 9=-32 12=-31 13=-32 14=-32 15=-31 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss TG05 Truss Type FLAT GIRDER Qty 1 Ply 2 16 Heritage at Springmill Job Reference (optional) I40573008 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:55 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-PVSBdNNvQhickJG8n43IUxHJg5sSf6Oahwb25ezc2UQ Scale = 1:24.5 1 2 3 6 5 4 7 8 8x8 5x12 5x12 8x8 2x4 10x10 7-2-0 7-2-0 14-4-0 7-2-0 7-2-0 7-2-0 14-4-0 7-2-0 3-0-0Plate Offsets (X,Y)-- [3:0-5-8,Edge], [4:Edge,0-4-12], [6:Edge,0-4-12] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.37 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 0.14 -0.04 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-5: 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 6-8-9 oc bracing. REACTIONS. (size) 6=Mechanical, 4=0-5-8 Max Horz 6=-168(LC 10) Max Uplift 6=-1316(LC 8), 4=-1316(LC 9) Max Grav 6=2395(LC 17), 4=2418(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-955/1528, 1-2=-245/338, 2-3=-195/337, 3-4=-954/1527 BOT CHORD 5-6=-5269/3930, 4-5=-5269/3930 WEBS 2-6=-3898/5280, 2-5=0/267, 2-4=-3964/5275 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, 2x6 - 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-2-4, Corner(3) 11-2-4 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1316 lb uplift at joint 6 and 1316 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-260, 4-6=-20 March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss TG06 Truss Type HIP GIRDER Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573009 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:56 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-th0ZqiNXB?qTMTrLKnaX09pWzVBtOczkwaLcd4zc2UP Scale = 1:30.5 1 2 3 4 8 76 5 9 101112131415 4x6 5x8 5x6 4x6 3x12 3x12 3x6 3x12 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)-- [1:Edge,0-1-12], [2:0-2-0,0-2-12], [3:0-3-8,0-2-8], [4:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.43 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 0.11 -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 5-4-2 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-8 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 6-6-6 oc bracing. REACTIONS. (size) 8=0-3-8, 5=0-3-8 Max Horz 8=-238(LC 6) Max Uplift 8=-1320(LC 8), 5=-1257(LC 8) Max Grav 8=1180(LC 31), 5=1146(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1082/1250, 2-3=-986/1240, 3-4=-1154/1316, 1-8=-1096/1249, 4-5=-1059/1194 BOT CHORD 6-7=-1016/987 WEBS 2-7=-432/512, 3-6=-488/540, 1-7=-1080/1027, 4-6=-1066/1026 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1320 lb uplift at joint 8 and 1257 lb uplift at joint 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 127 lb down and 188 lb up at 1-2-12, 216 lb down and 274 lb up at 3-2-12, 250 lb down and 311 lb up at 5-2-12, 250 lb down and 311 lb up at 7-2-12, 250 lb down and 311 lb up at 9-2-12, and 216 lb down and 274 lb up at 11-2-12, and 127 lb down and 188 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=-66 12=-66 13=-66 14=-69 15=-69 March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V01 Truss Type Valley Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573010 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:57 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Mtax22O9yIyKzdQXuV5mZMMf?vbg7Bot8E499Wzc2UO Scale = 1:25.5 1 2 3 4 7652x4 6x6 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.78 0.13 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 1-2: 2x4 SPF-S Stud 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=251(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 6 except 5=-138(LC 12), 7=-175(LC 9) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=304(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-330/260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6 except (jt=lb) 5=138, 7=175. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V02 Truss Type Valley Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573011 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:58 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-q48JFOPnjc4Abn?jSCc?6Zv_gIywsf51Nuqihzzc2UN Scale = 1:13.6 1 2 3 4 65 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: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.14 0.07 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-0 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. (size) 1=4-6-13, 5=4-6-13, 6=4-6-13 Max Horz 1=123(LC 11) Max Uplift 1=-40(LC 12), 5=-64(LC 8), 6=-121(LC 12) Max Grav 1=96(LC 18), 5=87(LC 24), 6=196(LC 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-6 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=121. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V03 Truss Type Valley Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573012 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:58 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-q48JFOPnjc4Abn?jSCc?6Zv0UIzXsfk1Nuqihzzc2UN Scale = 1:7.8 1 2 3 2x4 2x4 2x4 1-8-11 1-8-11 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size) 1=1-8-11, 3=1-8-11 Max Horz 1=37(LC 11) Max Uplift 1=-34(LC 12), 3=-34(LC 12) Max Grav 1=51(LC 1), 3=51(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V04 Truss Type Valley Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573013 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:29:59 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-IGiiSkQPUwC1Dwav0w7EenR6ciIzb6_AcYZGEPzc2UM 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size) 1=2-4-14, 3=2-4-14 Max Horz 1=172(LC 9) Max Uplift 1=-22(LC 8), 3=-118(LC 9) Max Grav 1=133(LC 18), 3=144(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=118. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V05 Truss Type Valley Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573014 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:30:00 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-mSG4g4Q1FDKuq496ZdeTB__L_6e9KZEKqCJpmrzc2UL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size) 1=1-4-10, 3=1-4-10 Max Horz 1=89(LC 9) Max Uplift 1=-11(LC 8), 3=-61(LC 9) Max Grav 1=69(LC 18), 3=75(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V06 Truss Type Valley Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573015 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:30:00 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-mSG4g4Q1FDKuq496ZdeTB__F56QzKZEKqCJpmrzc2UL Scale = 1:25.3 1 2 3 4 5 3x4 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.47 0.93 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 1=7-2-4, 3=7-2-4 Max Horz 1=266(LC 9) Max Uplift 1=-136(LC 12), 3=-203(LC 12) Max Grav 1=256(LC 1), 3=304(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-296/216, 2-3=-304/380 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-7-10 to 3-7-10, Interior(1) 3-7-10 to 7-0-8 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=136, 3=203. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V07 Truss Type Valley Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573016 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:30:01 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-EfqStQRg0XSlSEkI7LAijCXSoWyV30UT3s2NIHzc2UK 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size) 1=3-2-4, 3=3-2-4 Max Horz 1=112(LC 9) Max Uplift 1=-57(LC 12), 3=-85(LC 12) Max Grav 1=107(LC 1), 3=127(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V08 Truss Type VALLEY Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573017 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:30:02 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-irOq5mSInrac4OJUh2hxGP3XIvCdoTjcIWowqkzc2UJ Scale = 1:23.3 1 2 3 54 6 5x16 MT18HS 3x6 3x4 -0-11-0 0-11-0 4-9-0 4-9-0 1-3-114-0-157.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-12], [4:Edge,0-2-8], [5:0-0-0,0-1-12], [5:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.68 0.53 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 MT18HS Weight: 15 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 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. (size) 5=4-9-0, 4=4-9-0 Max Horz 5=280(LC 9) Max Uplift 5=-177(LC 12), 4=-162(LC 12) Max Grav 5=251(LC 1), 4=231(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-211/309, 3-4=-267/342 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -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) All plates are MT20 plates unless otherwise indicated. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=177, 4=162. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V09 Truss Type Valley Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573018 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:30:02 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-irOq5mSInrac4OJUh2hxGP3dJvJ3oTjcIWowqkzc2UJ 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size) 1=2-11-15, 3=2-11-15 Max Horz 1=104(LC 9) Max Uplift 1=-53(LC 12), 3=-79(LC 12) Max Grav 1=100(LC 1), 3=118(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V10 Truss Type Valley Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573019 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:30:03 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-A1xCI6TwY8iThYuhFmCAodclHJfHXwzmXAXTNAzc2UI 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.47 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size) 1=2-9-12, 3=2-9-12 Max Horz 1=208(LC 9) Max Uplift 1=-27(LC 8), 3=-143(LC 9) Max Grav 1=160(LC 18), 3=174(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-251/257, 2-3=-289/249 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=143. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V10A Truss Type Valley Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573020 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:30:04 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-fEVaWRUYJSqKJiStoTjPLq8p4jzdGNDvlqH1vczc2UH Scale = 1:25.5 1 2 32x4 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.92 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-9-12, 3=3-9-12 Max Horz 1=286(LC 11) Max Uplift 1=-37(LC 8), 3=-196(LC 9) Max Grav 1=220(LC 18), 3=239(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-344/352, 2-3=-397/342 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-6 to 3-3-6, Interior(1) 3-3-6 to 3-8-10 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=196. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V11 Truss Type Valley Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573021 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:30:04 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-fEVaWRUYJSqKJiStoTjPLq8?kj0nGNDvlqH1vczc2UH 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size) 1=1-9-15, 3=1-9-15 Max Horz 1=125(LC 9) Max Uplift 1=-16(LC 8), 3=-86(LC 9) Max Grav 1=96(LC 18), 3=104(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V12 Truss Type Valley Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573022 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:30:05 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-7Q3zjnUA4myBxr13MAEeu2h?97J7?nN3_U0aR3zc2UG Scale = 1:42.8 1 2 3 4 7653x4 3x6 4x6 2x4 2x4 2x4 2x4 12-5-6 12-5-6 0-0-47-3-27.00 12 Plate Offsets (X,Y)-- [5:Edge,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.90 0.22 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 42 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 10-0-0 oc bracing. REACTIONS.All bearings 12-4-15. (lb) - Max Horz 1=489(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1 except 5=-111(LC 9), 6=-333(LC 12), 7=-347(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=382(LC 17), 7=400(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-672/499, 2-3=-462/363 WEBS 3-6=-387/413, 2-7=-370/394 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 12-3-10 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 5=111, 6=333, 7=347. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V13 Truss Type Valley Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573023 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:30:06 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-bcdLw7Vor342Y?cGwultQFEDtXdqkGwCD8m8zVzc2UF Scale = 1:29.6 1 2 3 54 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.64 0.26 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size) 1=8-4-15, 4=8-4-15, 5=8-4-15 Max Horz 1=331(LC 9) Max Uplift 4=-86(LC 9), 5=-393(LC 12) Max Grav 1=170(LC 18), 4=146(LC 17), 5=452(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-470/322 WEBS 2-5=-379/466 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=393. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V14 Truss Type Valley Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573024 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:30:07 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-3pBj8TWQcNCvA9BSUbG6zTmNCwy2TkzMRoVhWxzc2UE 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.73 0.32 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size) 1=4-4-15, 3=4-4-15 Max Horz 1=164(LC 9) Max Uplift 1=-84(LC 12), 3=-125(LC 12) Max Grav 1=158(LC 1), 3=187(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-204/255 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=125. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V15 Truss Type Valley Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573025 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:30:07 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-3pBj8TWQcNCvA9BSUbG6zTmNYwt7TkzMRoVhWxzc2UE Scale = 1:22.3 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.71 0.70 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size) 1=6-2-2, 3=6-2-2 Max Horz 1=234(LC 9) Max Uplift 1=-120(LC 12), 3=-179(LC 12) Max Grav 1=226(LC 1), 3=267(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-267/196, 2-3=-278/348 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=120, 3=179. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V16 Truss Type Valley Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573026 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:30:08 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:LAV3YQqpyn76MSlyiRDocQy58Dv-X?l5LpX3NhKmoJme1JoLVgJg?KM_CBCVgSFE2Nzc2UD 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size) 1=2-7-6, 3=2-7-6 Max Horz 1=90(LC 9) Max Uplift 1=-46(LC 12), 3=-68(LC 12) Max Grav 1=86(LC 1), 3=102(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V17 Truss Type Valley Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573027 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:30:09 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-?BJTZ9Xh7_SdPTLqb0Ja2usn7khexdSev6_oaqzc2UC 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.45 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size) 1=3-6-7, 3=3-6-7 Max Horz 1=128(LC 9) Max Uplift 1=-65(LC 12), 3=-97(LC 12) Max Grav 1=123(LC 1), 3=146(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V18 Truss Type Valley Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573028 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:30:09 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-?BJTZ9Xh7_SdPTLqb0Ja2usnDkgDxcmev6_oaqzc2UC Scale = 1:26.8 1 2 3 54 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.51 0.21 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size) 1=7-6-7, 4=7-6-7, 5=7-6-7 Max Horz 1=294(LC 9) Max Uplift 4=-84(LC 9), 5=-353(LC 12) Max Grav 1=137(LC 18), 4=153(LC 17), 5=406(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-448/303 WEBS 2-5=-352/440 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=353. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V19 Truss Type Valley Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573029 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:30:10 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-TOssmVYJuIbT1dw19kqpb5O1m83Kg4io8mkL7Gzc2UB 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size) 1=1-7-11, 3=1-7-11 Max Horz 1=111(LC 9) Max Uplift 1=-14(LC 8), 3=-76(LC 9) Max Grav 1=85(LC 18), 3=92(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V20 Truss Type VALLEY Qty 2 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573030 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:30:11 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-xaQE_rZxfcjKfmVDjRL27Jx29YGRPWpxMQTvfizc2UA Scale = 1:28.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 12 43 5 6 5x10 MT18HS 5x10 MT18HS 5x10 MT18HS 5x10 MT18HS 0-6-04-0-02-0-0 2-11-0 2-11-0 2-11-0 2-11-0 5-0-5Plate Offsets (X,Y)-- [1:0-0-0,0-1-12], [2:0-0-0,0-1-12], [2:0-2-8,Edge], [3:0-3-8,Edge], [5:0-1-4,0-0-0], [6:0-1-4,0-0-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.80 0.61 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT18HS Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-6: 2x3 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-15 oc bracing. REACTIONS. (size) 4=2-11-0, 3=2-11-0 Max Horz 4=-316(LC 8) Max Uplift 4=-357(LC 8), 3=-357(LC 9) Max Grav 4=342(LC 11), 3=342(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-240/426, 1-5=-240/426, 3-6=-240/426, 2-6=-240/426 BOT CHORD 3-4=-277/277 WEBS 5-6=-129/297 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=357, 3=357. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V21 Truss Type VALLEY Qty 2 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573031 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:30:12 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Qm_cBBaZQvrBGw4PG9sHgWULbxjz8zM5b4DSB9zc2U9 Scale = 1:27.9 1 2 3 4 5 876 2x4 4x6 3x4 4x6 2x4 3x6 2-11-0 2-11-0 -0-6-0 0-6-0 1-6-0 1-6-0 2-11-0 1-5-0 3-5-0 0-6-0 3-1-154-10-153-3-214.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-15], [4:Edge,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.08 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 21 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 8-8-0 oc bracing. REACTIONS. (size) 8=2-11-0, 6=2-11-0, 7=2-11-0 Max Horz 8=319(LC 11) Max Uplift 8=-207(LC 10), 6=-197(LC 11), 7=-216(LC 12) Max Grav 8=264(LC 11), 6=244(LC 10), 7=156(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-278/217, 4-6=-269/208 BOT CHORD 7-8=-336/314 WEBS 2-7=-378/335, 4-7=-366/327 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=207, 6=197, 7=216. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V22 Truss Type VALLEY Qty 2 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573032 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:30:12 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Qm_cBBaZQvrBGw4PG9sHgWUOhxjs8_f5b4DSB9zc2U9 Scale: 3/4"=1' 1 2 3 4 5 876 2x4 3x4 3x4 2x4 2x4 2x4 2-11-0 2-11-0 -0-6-0 0-6-0 1-6-0 1-6-0 2-11-0 1-5-0 3-5-0 0-6-0 0-9-152-6-150-11-214.00 12 Plate Offsets (X,Y)-- [2: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.11 0.09 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 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. (size) 8=2-11-0, 6=2-11-0, 7=2-11-0 Max Horz 8=165(LC 11) Max Uplift 8=-230(LC 12), 6=-233(LC 12) Max Grav 8=117(LC 18), 6=96(LC 1), 7=205(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=230, 6=233. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 12,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 16_Heritage_at_Springmill Truss V23 Truss Type GABLE Qty 1 Ply 1 16 Heritage at Springmill Job Reference (optional) I40573033 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 11 09:30:13 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:nDETWxrwSVPdvU4HrUAndjyJeqW-uyY_OWbBBDz2u4ecqsNWCk0YmL3TtReEqky?jbzc2U8 Scale = 1:25.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 12 3 6 4 5 8 7 9 2x4 2x4 3x4 2x4 2x4 3x4 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 3-0-74-0-60-4-13-8-50-4-14-0-67.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.07 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 43 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 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.): 1-6, 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 7-2-15. (lb) - Max Horz 8=200(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 8, 5 except 6=-113(LC 12), 7=-179(LC 9) Max Grav All reactions 250 lb or less at joint(s) 8, 6, 5, 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=715ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5 except (jt=lb) 6=113, 7=179. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8, 6, 5, 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. March 12,2020 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 87 654321BOTTOM 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 System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses 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