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HomeMy WebLinkAbout15 Heritage at Spring Mill - Seals16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). June 8,2020 Liu, Xuegang Pages or sheets covered by this seal: I41559134 thru I41559217 My license renewal date for the state of Indiana is July 31, 2020. 15_Heritage_at_Spring_Mill 15 Heritage at Spring Mill IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559134 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-oR4ocZdwvYKnTQhZN3EvjNsNc2FBc8R7ofYr81z9Eg2 Scale = 1:21.3 1 2 5 6 3 7 43x4 3x4 3-6-143-6-4 -1-10-3 1-10-3 3-6-14 3-6-14 1-7-03-7-133-2-153-7-136.95 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.26 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-12, 3=Mechanical, 4=Mechanical Max Horz 5=69(LC 8) Max Uplift 5=-1(LC 8), 3=-62(LC 8) Max Grav 5=288(LC 1), 3=85(LC 31), 4=66(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 5 and 62 lb uplift at joint 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 76 lb down and 77 lb up at 2-8-2 on top chord, and 19 lb down at 2-8-2 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). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Concentrated Loads (lb) Vert: 7=-4(B) June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559135 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-HdeApveYfrSe5ZGmwnl8GaOYGSZlLbgG1JIPgTz9Eg1 Scale = 1:24.7 1 2 5 6 7 3 8 9 43x4 3x4 4-9-74-8-13 -1-10-3 1-10-3 4-9-7 4-9-7 1-7-04-4-43-11-54-4-46.95 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.27 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.05 -0.06 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 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 4-9-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-12, 3=Mechanical, 4=Mechanical Max Horz 5=89(LC 8) Max Uplift 5=-16(LC 8), 3=-92(LC 8), 4=-16(LC 8) Max Grav 5=325(LC 1), 3=134(LC 31), 4=88(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-280/45 NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 5, 92 lb uplift at joint 3 and 16 lb uplift at joint 4. 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) 71 lb down and 46 lb up at 0-9-7, and 65 lb down and 81 lb up at 3-8-14 on top chord, and 7 lb down and 10 lb up at 0-9-7, and 23 lb down and 31 lb up at 3-8-14 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). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Concentrated Loads (lb) Vert: 8=1(B) 9=1(F) June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559136 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-HdeApveYfrSe5ZGmwnl8GaOYGSZlLbgG1JIPgTz9Eg1 Scale = 1:24.7 1 2 5 6 7 3 8 9 43x4 3x4 4-9-74-8-13 -1-10-3 1-10-3 4-9-7 4-9-7 1-7-04-4-40-4-153-11-54-4-46.95 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.27 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.05 -0.06 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 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 4-9-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-12, 3=Mechanical, 4=Mechanical Max Horz 5=89(LC 8) Max Uplift 5=-16(LC 8), 3=-92(LC 8), 4=-16(LC 8) Max Grav 5=325(LC 1), 3=134(LC 31), 4=88(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-280/45 NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 5, 92 lb uplift at joint 3 and 16 lb uplift at joint 4. 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) 71 lb down and 46 lb up at 0-9-7, and 65 lb down and 81 lb up at 3-8-14 on top chord, and 7 lb down and 10 lb up at 0-9-7, and 23 lb down and 31 lb up at 3-8-14 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). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Concentrated Loads (lb) Vert: 8=1(F) 9=1(B) June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss GE01 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559137 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-D0mwEbgoBTiLKtP82CncL?UvjFH7pRgZVdnWlMz9Eg? Scale = 1:63.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-7-013-7-0 -1-0-0 1-0-0 6-9-8 6-9-8 13-7-0 6-9-8 14-7-0 1-0-0 1-7-09-6-11-7-014.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.10 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 236 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-19 REACTIONS.All bearings 13-7-0. (lb) - Max Horz 24=-206(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-166(LC 6), 14=-154(LC 7), 23=-165(LC 7), 15=-157(LC 6) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 except 19=288(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-179/270, 6-7=-204/296, 7-8=-204/296, 8-9=-179/270 WEBS 7-19=-384/218 NOTES-(11-12) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 3-9-8, Corner(3R) 3-9-8 to 9-9-8, Exterior(2N) 9-9-8 to 11-7-0, Corner(3E) 11-7-0 to 14-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=166, 14=154, 23=165, 15=157. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss GE02 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559138 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-9OthfHh2j4y3ZBZX9dp4QQZ6H3uuHLjsyxGcoEz9Efz Scale = 1:62.2 Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 14 13 12 11 10 9 8 7 5x6 5x6 3x4 3x4 3x8 8x8 3x4 8x8 5x6 7-4-57-4-5 13-7-06-2-11 15-10-112-3-11 23-3-07-4-5 -1-0-0 1-0-0 7-4-5 7-4-5 15-10-11 8-6-5 23-3-0 7-4-5 24-3-0 1-0-0 1-7-010-2-11-7-010-2-114.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-1-12,0-3-4], [4:0-1-15,Edge], [5:Edge,0-1-5], [12:0-3-0,0-3-0], [52:0-2-0,0-0-4] 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-SH 0.78 0.34 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.15 0.01 (loc) 13-14 13-14 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 543 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-9: 2x4 SPF No.2, 2-14,5-7: 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.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9, 4-9 REACTIONS.All bearings 9-11-8 except (jt=length) 14=0-3-8, 11=0-3-8, 11=0-3-8. (lb) - Max Horz 14=219(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 14 except 7=-236(LC 11), 10=-203(LC 3) Max Grav All reactions 250 lb or less at joint(s) 11, 11 except 14=728(LC 1), 9=768(LC 1), 7=324(LC 24), 8=414(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-624/108, 4-5=-317/136, 2-14=-658/74, 5-7=-391/94 BOT CHORD 13-14=-237/372, 11-13=-79/322, 10-11=-79/322, 9-10=-79/322 WEBS 3-13=0/279, 3-9=-354/68, 4-9=-363/64, 2-13=-141/269, 5-9=-230/270 NOTES-(11-12) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-1-7, Exterior(2R) 3-1-7 to 20-1-9, Interior(1) 20-1-9 to 21-3-0, Exterior(2E) 21-3-0 to 24-3-0 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) 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 2x4 MT20 unless otherwise indicated. 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 100 lb uplift at joint(s) 14 except (jt=lb) 7=236, 10=203. 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. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss J01 Truss Type Jack-Open Qty 15 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559139 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-9OthfHh2j4y3ZBZX9dp4QQZDu3x9HPgsyxGcoEz9Efz Scale = 1:31.0 1 2 5 3 4 4x6 3x4 3-4-83-4-8 -1-0-0 1-0-0 3-4-8 3-4-8 1-7-05-6-44-11-25-6-414.00 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 0.36 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.06 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=123(LC 10) Max Uplift 3=-99(LC 10), 4=-14(LC 10) Max Grav 5=206(LC 1), 3=105(LC 17), 4=63(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss J02 Truss Type Jack-Open Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559140 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-dbR3sdigUO5wBL8jjKLJze6RFTIq0sw?Bb?AKhz9Efy Scale = 1:19.3 1 2 5 3 4 3x4 3x4 3-3-03-3-0 -1-0-0 1-0-0 3-3-0 3-3-0 1-1-03-3-02-9-133-3-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.01 (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 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=67(LC 10) Max Uplift 3=-46(LC 10) Max Grav 5=201(LC 1), 3=84(LC 17), 4=59(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss J03 Truss Type Jack-Open Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559141 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-5n?R4zjJFhDnpVjwH1sYVrebYseylJ99PFljt7z9Efx Scale = 1:22.3 1 2 5 3 4 3x4 3x4 1-10-111-10-11 -1-0-0 1-0-0 1-10-11 1-10-11 1-7-03-9-814.00 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 0.22 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=76(LC 10) Max Uplift 3=-63(LC 10), 4=-21(LC 10) Max Grav 5=158(LC 1), 3=53(LC 17), 4=36(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss J04 Truss Type Jack-Open Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559142 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-5n?R4zjJFhDnpVjwH1sYVrecxsfolJ99PFljt7z9Efx Scale = 1:13.8 1 2 5 3 43x4 3x4 1-7-51-7-5 -1-0-0 1-0-0 1-7-5 1-7-5 1-1-02-1-141-8-112-1-148.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=37(LC 10) Max Uplift 3=-24(LC 10), 4=-2(LC 10) Max Grav 5=150(LC 1), 3=29(LC 17), 4=28(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss J05 Truss Type Jack-Open Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559143 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-ZzZpHIkx0?LeQeI6rlNn22BmIG_BUmPIevUGPZz9Efw Scale = 1:22.3 1 2 5 3 4 3x4 3x4 1-10-111-10-11 -1-0-0 1-0-0 1-10-11 1-10-11 1-7-03-9-83-2-63-9-814.00 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 0.22 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=76(LC 10) Max Uplift 3=-63(LC 10), 4=-21(LC 10) Max Grav 5=158(LC 1), 3=53(LC 17), 4=36(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss J06 Truss Type Jack-Open Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559144 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-ZzZpHIkx0?LeQeI6rlNn22BnhG?1UmPIevUGPZz9Efw Scale = 1:13.8 1 2 5 3 43x4 3x4 1-7-51-7-5 -1-0-0 1-0-0 1-7-5 1-7-5 1-1-02-1-141-8-112-1-148.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=37(LC 10) Max Uplift 3=-24(LC 10), 4=-2(LC 10) Max Grav 5=150(LC 1), 3=29(LC 17), 4=28(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss J07 Truss Type Jack-Open Qty 2 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559145 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-2A7BVekZnJTV2otIOSu0aGkv7gJrDCfStZEqx?z9Efv Scale = 1:20.0 1 2 5 6 3 43x4 3x6 3-1-23-0-7 -1-10-3 1-10-3 3-1-2 3-1-2 1-7-03-4-86.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.34 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-12, 3=Mechanical, 4=Mechanical Max Horz 5=62(LC 10) Max Uplift 3=-39(LC 10) Max Grav 5=273(LC 1), 3=61(LC 17), 4=55(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-10-3 to 2-4-12, Exterior(2R) 2-4-12 to 3-0-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss J08 Truss Type Jack-Open Qty 7 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559146 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-WMhai_lBYcbMgySUyAPF7TG6t4fWyfvb6DzNTSz9Efu Scale = 1:20.5 1 2 5 3 4 3x4 3x4 3-7-83-7-8 -1-0-0 1-0-0 3-7-8 3-7-8 1-1-03-6-03-0-133-6-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=74(LC 10) Max Uplift 3=-74(LC 10) Max Grav 5=215(LC 1), 3=109(LC 35), 4=82(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) 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) 75 lb down and 70 lb up at 3-6-12 on top chord, and 24 lb down at 3-6-12 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). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Concentrated Loads (lb) Vert: 4=-6(F) June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss J09 Truss Type Jack-Open Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559147 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-WMhai_lBYcbMgySUyAPF7TG7D4fqyfvb6DzNTSz9Efu Scale: 1/2"=1' 1 4 2 3 3x4 3x4 2-2-02-2-0 2-2-0 2-2-0 1-7-04-1-53-6-34-1-514.00 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 0.19 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.02 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 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 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=57(LC 7) Max Uplift 2=-70(LC 10), 3=-12(LC 10) Max Grav 4=93(LC 19), 2=75(LC 17), 3=40(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss J10 Truss Type Jack-Open Qty 18 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559148 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-_YEywKmpJwjDI61hWtwUghpECUzrh69kKtjx0uz9Eft Scale = 1:34.6 1 2 5 3 4 3x8 MT18HS 3x4 4-0-04-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-7-06-3-05-7-146-3-014.00 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 0.43 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 -0.09 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 15 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 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=143(LC 10) Max Uplift 3=-114(LC 10), 4=-12(LC 10) Max Grav 5=229(LC 1), 3=126(LC 17), 4=75(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=114. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss J11 Truss Type Jack-Open Qty 6 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559149 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-_YEywKmpJwjDI61hWtwUghpGVU?zh69kKtjx0uz9Eft Scale = 1:34.6 1 4 2 3 3x4 3x6 4-0-04-0-0 4-0-0 4-0-0 1-7-06-3-01-1-105-7-146-3-014.00 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 0.29 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical. (lb) - Max Horz 4=86(LC 17), 1=169(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2 Max Grav All reactions 250 lb or less at joint(s) 4, 2, 3, 1 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss J12 Truss Type Jack-Open Qty 2 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559150 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-SloK7gnR4Er4vGbt4bRjCuMTbtMqQZPuZXSUYKz9Efs Scale = 1:15.1 1 2 5 3 43x4 3x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=45(LC 10) Max Uplift 3=-30(LC 10) Max Grav 5=161(LC 1), 3=45(LC 17), 4=36(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss J13 Truss Type Jack-Open Qty 5 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559151 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-wxMiK0n4rXzxXQA3dIzyl6udkHhB90e1oBC14nz9Efr Scale: 1/2"=1' 1 2 5 3 4 3x4 3x4 2-2-02-2-0 -1-0-0 1-0-0 2-2-0 2-2-0 1-7-04-1-53-6-34-1-514.00 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 0.24 0.12 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 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 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=83(LC 10) Max Uplift 3=-69(LC 10), 4=-20(LC 10) Max Grav 5=165(LC 1), 3=62(LC 17), 4=38(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss PB01 Truss Type GABLE Qty 11 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559152 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-O7w4YMoicr5o9ZlGB?UBHJRq4h2duThB0rxbdDz9Efq Scale = 1:22.0 2 3 4 6 1 5 4x6 3x4 3x4 2x4 5-4-115-4-11 2-8-6 2-8-6 5-4-11 2-8-6 3-1-120-1-40-1-814.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.04 0.01 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: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-4-11. (lb) - Max Horz 1=54(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 1=-142(LC 17), 5=-108(LC 18), 2=-136(LC 10), 4=-111(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 4, 6 except 2=271(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical 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 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 1, 5, 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 lb uplift at joint 1, 108 lb uplift at joint 5, 136 lb uplift at joint 2 and 111 lb uplift at joint 4. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss PB02 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559153 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-O7w4YMoicr5o9ZlGB?UBHJRqVh1euTuB0rxbdDz9Efq Scale = 1:14.7 2 3 4 5 1 6 3x4 3x4 3x4 3x4 5-4-115-4-11 1-10-5 1-10-5 3-6-6 1-8-1 5-4-11 1-10-5 2-2-10-1-40-1-82-0-914.00 12 Plate Offsets (X,Y)-- [3:0-1-5,Edge], [4:0-1-5,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 0.11 0.10 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: 13 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 5-4-11 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-4-11, 6=5-4-11, 2=5-4-11, 5=5-4-11 Max Horz 1=-38(LC 6) Max Uplift 1=-166(LC 3), 6=-166(LC 3), 2=-7(LC 10) Max Grav 1=14(LC 7), 2=315(LC 17), 5=311(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-2-7 to 1-10-5, Corner(3R) 1-10-5 to 3-6-6, Corner(3E) 3-6-6 to 5-2-5 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint 1, 166 lb uplift at joint 6 and 7 lb uplift at joint 2. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss PB03 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559154 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-KW2rz2qy7SLVOtveJQWfNkW82VjCMNhUU9Qih5z9Efo Scale = 1:37.6 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 1 11 3x6 3x6 3x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 22-8-522-8-5 1-10-8 1-10-8 20-9-13 18-11-5 22-8-5 1-10-8 1-3-00-1-40-1-81-1-88.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-0-2], [9:0-3-12,0-2-0] 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-SH 0.17 0.10 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-8-5. (lb) - Max Horz 1=-20(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 13, 14, 15, 17, 10 except 1=-112(LC 23) Max Grav All reactions 250 lb or less at joint(s) 1, 11, 12, 10 except 2=317(LC 23), 13=341(LC 23), 14=315(LC 1), 15=322(LC 24), 17=320(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-13=-259/71 NOTES-(13-14) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 1-10-8, Corner(3R) 1-10-8 to 4-9-13, Exterior(2N) 4-9-13 to 17-9-13, Corner(3R) 17-9-13 to 20-9-13, Corner(3E) 20-9-13 to 22-5-0 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) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 14, 15, 17, 10 except (jt=lb) 1=112. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss PB04 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559155 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-HvAbOjrCf4bDdB31QrY7S9cSpIOVqGlmxTvom_z9Efm Scale = 1:37.6 2 3 4 5 6 7 13 12 11 10 9 1 14 15 8 5x6 3x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 3x4 22-8-522-8-5 5-4-8 5-4-8 17-3-13 11-11-5 22-8-5 5-4-8 3-7-00-1-40-1-83-5-88.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-4], [6:0-3-12,0-2-0] 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-SH 0.28 0.11 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-8-5. (lb) - Max Horz 1=-61(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 10, 11 except 1=-318(LC 17), 8=-295(LC 18), 2=-116(LC 10), 7=-103(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 8 except 2=545(LC 17), 9=314(LC 24), 10=336(LC 23), 11=333(LC 24), 13=314(LC 23), 7=537(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-10=-257/73, 4-11=-255/72 NOTES-(13-14) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-5, Corner(3R) 3-3-5 to 8-4-8, Exterior(2N) 8-4-8 to 14-3-13, Corner(3R) 14-3-13 to 19-5-0, Corner(3E) 19-5-0 to 22-5-0 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) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 11 except (jt=lb) 1=318, 8=295, 2=116, 7=103. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss PB05 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559156 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-l5jzb3sqQNj4FLeD_Z3M_N8dzijFZiNwA7fMIQz9Efl Scale = 1:39.9 2 3 4 5 6 7 8 14 13 12 11 10 1 15 16 9 17 18 3x6 3x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 22-8-522-8-5 8-10-8 8-10-8 13-9-13 4-11-5 22-8-5 8-10-8 5-11-00-1-40-1-85-9-88.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-0-2], [6:0-3-12,0-2-0] 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-SH 0.32 0.14 0.18 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: 67 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 22-8-5. (lb) - Max Horz 1=-103(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 14, 10, 8 except 1=-412(LC 17), 9=-203(LC 18) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 2=682(LC 17), 11=384(LC 26), 12=392(LC 25), 14=469(LC 17), 10=428(LC 18), 8=421(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-117/285 WEBS 3-14=-281/129, 7-10=-270/133 NOTES-(13-14) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-5, Exterior(2N) 3-3-5 to 5-9-13, Corner(3R) 5-9-13 to 16-9-13, Exterior(2N) 16-9-13 to 19-5-0, Corner(3E) 19-5-0 to 22-5-0 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) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 14, 10, 8 except (jt=lb) 1=412, 9=203. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss PB06 Truss Type GABLE Qty 8 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559157 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-hTrk0lu5y?zoUeoc5_6q4oD?nWPn1ckDdR8TMJz9Efj Scale = 1:46.3 2 3 4 5 6 7 8 14 13 12 11 10 1 15 16 9 4x6 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-8-521-8-5 10-10-2 10-10-2 21-8-5 10-10-2 7-2-120-1-40-1-88.00 12 Plate Offsets (X,Y)-- [13:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.13 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-8-5. (lb) - Max Horz 1=126(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8 except 13=437(LC 17), 12=360(LC 20), 14=322(LC 17), 11=443(LC 18), 10=317(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-265/129, 6-11=-269/131 NOTES-(11-12) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-5, Exterior(2N) 3-3-5 to 7-10-2, Corner(3R) 7-10-2 to 13-10-2, Exterior(2N) 13-10-2 to 18-5-0, Corner(3E) 18-5-0 to 21-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 13, 14, 11, 10. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss PB07 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559158 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-dszURRvLUcEWkyx_DO8I9DJLyJ4LVWdV5kdZRBz9Efh Scale = 1:39.2 2 3 4 5 6 7 8 14 13 12 11 10 1 15 16 9 17 18 5x6 3x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 3x4 21-8-521-8-5 8-11-2 8-11-2 12-9-3 3-10-1 21-8-5 8-11-2 5-11-70-1-40-1-85-9-158.00 12 Plate Offsets (X,Y)-- [4:0-1-4,0-0-13], [5:0-3-12,0-2-0], [5:0-0-0,0-1-12], [6:0-3-12,0-2-0] 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-SH 0.19 0.13 0.16 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: 64 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-8-5. (lb) - Max Horz 1=-104(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 14, 10, 8 except 1=-233(LC 17), 9=-210(LC 18) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 2=428(LC 17), 11=362(LC 26), 12=385(LC 17), 14=416(LC 17), 10=431(LC 18), 8=434(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-14=-261/137, 7-10=-272/140 NOTES-(13-14) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-5, Exterior(2N) 3-3-5 to 5-11-2, Corner(3R) 5-11-2 to 15-9-3, Exterior(2N) 15-9-3 to 18-5-0, Corner(3E) 18-5-0 to 21-5-0 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) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 14, 10, 8 except (jt=lb) 1=233, 9=210. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss PB08 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559159 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-52XsenwzFvMNL6WBn6fXhQrUBjRrE_CfKOM7zez9Efg Scale = 1:35.9 2 3 4 5 6 7 8 14 13 12 11 10 1 15 16 9 3x6 3x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-8-521-8-5 5-5-2 5-5-2 16-3-3 10-10-1 21-8-5 5-5-2 3-7-70-1-40-1-83-5-158.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-0-2], [7:0-3-12,0-2-0] 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-SH 0.29 0.11 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: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-8-5. (lb) - Max Horz 1=-62(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 12, 14, 8 except 1=-150(LC 17), 9=-303(LC 18) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 2=331(LC 1), 10=291(LC 1), 11=339(LC 23), 12=310(LC 24), 14=277(LC 23), 8=570(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-11=-262/74 NOTES-(13-14) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-5, Corner(3R) 3-3-5 to 8-3-3, Exterior(2N) 8-3-3 to 13-3-3, Corner(3R) 13-3-3 to 18-5-0, Corner(3E) 18-5-0 to 21-5-0 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) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 12, 14, 8 except (jt=lb) 1=150, 9=303. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss PB09 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559160 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-2Red3SyDnXc5bPgZuXi?nrxqcX7Biv5ynirD2Wz9Efe Scale = 1:36.5 2 3 4 5 6 7 8 9 15 14 13 12 11 1 16 10 3x6 3x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-8-521-8-5 1-11-2 1-11-2 15-7-2 13-8-0 17-8-2 2-1-0 21-8-5 4-0-2 1-3-72-8-20-1-40-1-81-1-158.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-0-2] 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-SH 0.29 0.12 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 21-8-5. (lb) - Max Horz 1=45(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 14, 15, 9 except 1=-297(LC 23), 10=-116(LC 24) Max Grav All reactions 250 lb or less at joint(s) 1, 10 except 2=531(LC 23), 11=282(LC 1), 12=346(LC 23), 14=296(LC 1), 15=374(LC 23), 9=295(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-12=-264/82, 4-15=-278/81 NOTES-(13-14) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 1-11-2, Corner(3R) 1-11-2 to 4-11-2, Exterior(2N) 4-11-2 to 15-7-2, Corner(3R) 15-7-2 to 18-5-0, Corner(3E) 18-5-0 to 21-5-0 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) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 14, 15, 9 except (jt=lb) 1=297, 10=116. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss PB10 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559161 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-WdC?HoysYqkyCZFmSEDEJ3T?DwQSRL650Mbnazz9Efd Scale = 1:17.1 2 3 4 5 1 6 3x4 3x4 3x8 3x8 9-0-59-0-5 3-3-2 3-3-2 5-9-3 2-6-1 9-0-5 3-3-2 2-2-10-1-40-1-82-0-98.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [4:0-2-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.30 0.31 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: 20 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 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.REACTIONS. (size)1=9-0-5, 6=9-0-5, 2=9-0-5, 5=9-0-5 Max Horz 1=-36(LC 6) Max Uplift 1=-346(LC 3), 6=-346(LC 3) Max Grav 2=592(LC 3), 5=592(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-303/152, 4-5=-303/152 NOTES-(13-14) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-2, Corner(3R) 3-3-2 to 5-9-3, Corner(3E) 5-9-3 to 8-9-0 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) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=346, 6=346. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T01 Truss Type Half Hip Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559162 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-WdC?HoysYqkyCZFmSEDEJ3T?YwStRL650Mbnazz9Efd Scale = 1:28.3 1 2 3 6 4 5 3x4 3x4 3x4 2-11-22-11-2 3-4-80-5-6 -1-0-0 1-0-0 2-11-2 2-11-2 3-4-8 0-5-6 1-7-05-0-04-8-85-0-014.00 12 Plate Offsets (X,Y)-- [3:0-1-5,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 0.28 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.01 -0.07 (loc) 5-6 5-6 4 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 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=106(LC 10) Max Uplift 4=-77(LC 10), 5=-15(LC 10) Max Grav 4=89(LC 17), 6=208(LC 1), 5=61(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 2-11-2, Exterior(2E) 2-11-2 to 3-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T02 Truss Type Half Hip Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559163 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-_qmNU8zUJ8soqjqy0ykTsG0AGKo49oMFE0KK6Pz9Efc Scale = 1:28.4 1 2 3 6 4 5 3x4 3x4 3x4 2-11-72-11-7 3-4-80-5-1 -1-0-0 1-0-0 2-11-7 2-11-7 3-4-8 0-5-1 1-7-05-0-54-8-135-0-514.00 12 Plate Offsets (X,Y)-- [3:0-1-5,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 0.28 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.01 -0.07 (loc) 5-6 5-6 4 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 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=107(LC 10) Max Uplift 4=-79(LC 10), 5=-15(LC 10) Max Grav 4=90(LC 17), 6=208(LC 1), 5=61(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 2-11-7, Exterior(2E) 2-11-7 to 3-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T03 Truss Type Half Hip Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559164 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-S0KlhU_63S_fStP8ZfFiOUZLWk7yuFcOTg4uerz9Efb Scale = 1:28.6 1 2 3 6 4 5 3x4 3x4 3x4 3-0-0 3-0-0 3-11-4 0-11-4 4-0-0 0-0-12 -1-0-0 1-0-0 3-0-0 3-0-0 4-0-0 1-0-0 1-7-05-1-014.00 12 Plate Offsets (X,Y)-- [3:0-1-5,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 0.31 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 -0.12 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=108(LC 10) Max Uplift 4=-67(LC 10), 5=-9(LC 10) Max Grav 4=99(LC 1), 6=231(LC 1), 5=73(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 3-0-0, Exterior(2E) 3-0-0 to 3-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T04 Truss Type Half Hip Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559165 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-S0KlhU_63S_fStP8ZfFiOUZMFk8luFcOTg4uerz9Efb Scale = 1:21.8 1 2 3 6 4 5 3x4 3x4 3x4 1-10-51-10-5 3-11-42-1-0 4-0-00-0-12 -1-0-0 1-0-0 1-10-5 1-10-5 4-0-0 2-1-11 1-7-03-9-014.00 12 Plate Offsets (X,Y)-- [3:0-1-5,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 0.20 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.08 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=71(LC 10) Max Uplift 4=-37(LC 7) Max Grav 4=100(LC 1), 6=231(LC 1), 5=73(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T05 Truss Type Half Hip Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559166 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-wCu7vq?kql6W31_K7Nmxxh5Zi8VOdisXiKpRBIz9Efa Scale = 1:15.1 1 2 3 6 4 5 3x4 3x4 3x4 0-8-90-8-9 2-1-41-4-11 2-2-00-0-12 -1-0-0 1-0-0 0-8-9 0-8-9 2-2-0 1-5-7 1-7-02-5-014.00 12 Plate Offsets (X,Y)-- [3:0-1-5,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 0.09 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=48(LC 9) Max Uplift 4=-22(LC 7), 5=-2(LC 7) Max Grav 4=49(LC 24), 6=167(LC 1), 5=37(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-1-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T06 Truss Type Half Hip Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559167 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-OPSW6A?Mb3ENhBYXh4HAUvejvYqBM96hx_Z_jkz9EfZ Scale = 1:19.5 1 2 3 6 4 5 3x4 3x4 3x4 1-5-5 1-5-5 2-1-4 0-8-0 2-2-0 0-0-12 -1-0-0 1-0-0 1-5-5 1-5-5 2-2-0 0-8-11 1-7-03-3-314.00 12 Plate Offsets (X,Y)-- [3:0-1-5,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 0.13 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.02 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=58(LC 10) Max Uplift 4=-34(LC 10), 5=-13(LC 10) Max Grav 4=41(LC 1), 6=167(LC 1), 5=37(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T07 Truss Type Hip Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559168 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-OPSW6A?Mb3ENhBYXh4HAUvedfYh8Mwfhx_Z_jkz9EfZ Scale = 1:66.1 1 2 3 4 5 6 78 13 12 11 10 91415161718 4x6 8x8 3x6 3x8 3x4 3x4 3x4 3x4 3x8 3x8 3x4 8-6-18-6-1 14-8-156-2-14 23-3-08-6-1 -1-0-0 1-0-0 4-4-4 4-4-4 8-6-1 4-1-12 14-8-15 6-2-14 18-10-12 4-1-12 23-3-0 4-4-4 24-3-0 1-0-0 1-7-011-6-11-7-011-6-114.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.64 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.38 0.02 (loc) 11-13 9-10 9 l/defl >999 >733 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-11,5-11,5-10: 2x4 SPF No.2, 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (size)13=0-3-8, 9=0-3-8 Max Horz 13=244(LC 9) Max Grav 13=1105(LC 2), 9=1110(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-356/135, 3-4=-883/135, 4-5=-527/128, 5-6=-889/135, 6-7=-356/135, 2-13=-395/118, 7-9=-395/118 BOT CHORD 11-13=-102/661, 10-11=0/567, 9-10=0/561 WEBS 4-11=-36/376, 5-10=-65/426, 3-13=-743/0, 6-9=-750/0 NOTES-(8-9) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-3-2, Exterior(2R) 4-3-2 to 18-11-12, Interior(1) 18-11-12 to 21-3-0, Exterior(2E) 21-3-0 to 24-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T08 Truss Type Hip Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559169 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-sb0uKW0_MNMEJK7jFnoP06BkSx_?5Wdq9eIYFAz9EfY Scale = 1:72.6 1 2 3 4 5 6 7 8 9 10 15 14 13 12 1116171819 3x6 4x6 8x8 3x6 3x6 3x8 3x4 3x4 3x4 3x4 5x8 5x8 3x4 9-7-129-7-12 13-7-43-11-7 23-3-09-7-12 -1-0-0 1-0-0 4-11-2 4-11-2 9-7-12 4-8-10 13-7-4 3-11-7 18-3-14 4-8-10 23-3-0 4-11-2 24-3-0 1-0-0 1-7-012-10-11-7-012-10-114.00 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [6:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.86 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.40 -0.65 0.02 (loc) 13-15 11-12 11 l/defl >684 >426 n/a L/d 240 180 n/a PLATES MT20 Weight: 140 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-13,6-13,6-12: 2x4 SPF No.2, 2-15,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-13, 7-12, 4-15, 7-11 REACTIONS. (size)15=0-3-8, 11=0-3-8 Max Horz 15=269(LC 9) Max Grav 15=1114(LC 2), 11=1114(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-436/146, 4-5=-860/151, 5-6=-499/144, 6-7=-861/151, 7-9=-435/146, 2-15=-461/133, 9-11=-460/134 BOT CHORD 13-15=-101/683, 12-13=-0/558, 11-12=0/579 WEBS 5-13=-65/408, 6-12=-88/441, 4-15=-696/8, 7-11=-698/9 NOTES-(8-9) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-4-14, Exterior(2R) 5-4-14 to 17-10-2, Interior(1) 17-10-2 to 21-3-0, Exterior(2E) 21-3-0 to 24-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T09 Truss Type Piggyback Base Qty 10 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559170 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-LnaGXs1c7gU5wUivoVKeZKjx_LMFqzT_OI25ncz9EfX Scale = 1:67.9 1 2 3 4 5 6 78 13 12 11 10 91415161718 4x6 8x8 3x6 3x8 3x4 3x4 3x4 3x4 4x8 4x8 3x4 8-11-28-11-2 14-3-145-4-11 23-3-08-11-2 -1-0-0 1-0-0 4-6-13 4-6-13 8-11-2 4-4-5 14-3-14 5-4-11 18-8-3 4-4-5 23-3-0 4-6-13 24-3-0 1-0-0 1-7-012-0-01-7-012-0-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.73 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.47 0.02 (loc) 9-10 9-10 9 l/defl >955 >581 n/a L/d 240 180 n/a PLATES MT20 Weight: 135 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 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 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 3-13, 6-9 REACTIONS. (size)13=0-3-8, 9=0-3-8 Max Horz 13=254(LC 9) Max Grav 13=1107(LC 2), 9=1111(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-386/138, 3-4=-873/142, 4-5=-515/134, 5-6=-878/142, 6-7=-386/138, 2-13=-419/123, 7-9=-419/123 BOT CHORD 11-13=-102/669, 10-11=0/560, 9-10=0/567 WEBS 4-11=-46/387, 5-10=-74/433, 3-13=-724/0, 6-9=-728/0 NOTES-(8-9) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-5-12, Exterior(2R) 4-5-12 to 18-9-4, Interior(1) 18-9-4 to 21-3-0, Exterior(2E) 21-3-0 to 24-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T10 Truss Type Piggyback Base Qty 2 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559171 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-p_7elB2Fu_cyYeH6MCrt5XG6lliTZQb7dynfK3z9EfW Scale = 1:67.9 1 2 3 4 5 6 7 12 11 10 9 81314151617 4x6 8x8 3x4 3x6 3x8 3x4 3x4 3x4 3x4 4x8 4x8 8-11-28-11-2 14-3-145-4-11 23-3-08-11-2 -1-0-0 1-0-0 4-6-13 4-6-13 8-11-2 4-4-5 14-3-14 5-4-11 18-8-3 4-4-5 23-3-0 4-6-13 1-7-012-0-01-7-012-0-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.73 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.47 0.02 (loc) 8-9 8-9 8 l/defl >954 >581 n/a L/d 240 180 n/a PLATES MT20 Weight: 133 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-10,5-10,5-9: 2x4 SPF No.2, 2-12,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10, 3-12, 6-8 REACTIONS. (size)12=0-3-8, 8=0-3-8 Max Horz 12=244(LC 7) Max Grav 12=1109(LC 2), 8=1052(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-386/138, 3-4=-875/141, 4-5=-516/134, 5-6=-882/141, 6-7=-360/101, 2-12=-419/123, 7-8=-330/80 BOT CHORD 10-12=-111/658, 9-10=-8/550, 8-9=0/561 WEBS 4-10=-45/388, 5-9=-73/439, 3-12=-725/0, 6-8=-734/0 NOTES-(8-9) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-5-12, Exterior(2R) 4-5-12 to 18-9-4, Interior(1) 18-9-4 to 20-1-4, Exterior(2E) 20-1-4 to 23-1-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T11 Truss Type Hip Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559172 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-HAh0yX3tfIkpAosIwwM6elpHc97tIkTGrcXCsVz9EfV Scale = 1:94.6 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 8x8 6x8 4x6 6x6 3x4 5x6 5x12 5x6 5x6 4x6 4x6 4x6 5x8 4x6 4x6 5x10 MT18HS5x6 8x8 7-7-07-7-0 19-3-511-8-5 30-11-1111-8-5 42-8-011-8-5 53-11-011-3-0 7-7-0 7-7-0 16-4-4 8-9-4 25-1-8 8-9-4 33-10-12 8-9-4 42-8-0 8-9-4 48-2-4 5-6-4 53-11-0 5-8-12 54-11-0 1-0-0 3-6-58-7-01-1-08-7-08.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-2-13], [10:0-2-12,0-1-13], [10:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.40 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.52 0.12 (loc) 15-17 15-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 321 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 3-19,6-13: 2x4 SPF No.2, 1-20: 2x4 SPF-S Stud 10-12: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-2 max.): 2-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 5-15, 6-13, 1-20, 9-12 2 Rows at 1/3 pts 3-19 REACTIONS. (size)20=0-3-8 (req. 0-3-13), 12=0-3-8 (req. 0-3-14) Max Horz 20=-183(LC 8) Max Grav 20=2420(LC 2), 12=2464(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2508/52, 2-3=-2017/63, 3-5=-3785/72, 5-6=-4011/88, 6-8=-2714/58, 8-9=-3288/51, 9-10=-1357/0, 1-20=-2328/10, 10-12=-974/33 BOT CHORD 17-19=-127/3462, 15-17=-115/4052, 13-15=-60/3806, 12-13=0/2644 WEBS 2-19=0/994, 3-19=-2015/151, 3-17=0/968, 5-17=-511/107, 6-15=0/641, 6-13=-1553/168, 8-13=0/1420, 1-19=-5/2129, 9-12=-2080/20 NOTES-(10-11) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 11-9-15, Interior(1) 11-9-15 to 38-5-1, Exterior(2R) 38-5-1 to 46-10-15, Interior(1) 46-10-15 to 51-11-0, Exterior(2E) 51-11-0 to 54-11-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 20, 12 greater than input bearing size. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T12 Truss Type Roof Special Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559173 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-DYpnND47Bv?XP60h1LOajAuY0yjfmf0ZJw0JxOz9EfT Scale = 1:100.1 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 26 27 28 29 30 31 32 33 34 3x4 5x10 MT18HS 4x6 6x8 8x8 6x6 4x6 4x6 4x8 4x10 4x8 2x4 2x4 4x8 4x6 2x4 4x8 4x6 4x6 5x10 MT18HS 8x14 MT18HS 4x6 5x6 11-1-0 11-1-0 19-9-3 8-8-3 28-4-2 8-6-15 37-0-5 8-8-3 39-1-11 2-1-6 41-3-6 2-1-11 47-5-15 6-2-9 53-11-0 6-5-1 5-7-12 5-7-12 11-1-0 5-5-4 19-9-3 8-8-3 28-4-2 8-6-15 37-0-5 8-8-3 39-1-11 2-1-6 41-3-6 2-1-11 47-5-15 6-2-9 53-11-0 6-5-1 54-11-0 1-0-0 3-6-59-6-110-11-01-1-010-11-08.00 12 Plate Offsets (X,Y)-- [3:0-7-12,0-2-0], [5:0-3-0,Edge], [7:0-4-4,0-3-0], [14:Edge,0-6-12], [14:0-2-12,0-0-0], [15:0-2-8,0-2-0], [19:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.77 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.56 -0.92 0.14 (loc) 24-25 24-25 14 l/defl >999 >696 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 334 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 23-25: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-24,4-24,4-22,4-20,7-20,2-25: 2x4 SPF No.2, 1-25: 2x4 SPF-S Stud 12-14: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-10 max.): 3-7, 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-20, 8-19, 8-17, 8-16, 2-25 2 Rows at 1/3 pts 4-24 REACTIONS. (size)25=0-3-8 (req. 0-3-14), 14=0-3-8 (req. 0-3-14) Max Horz 25=-228(LC 8) Max Grav 25=2469(LC 2), 14=2456(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2605/84, 3-4=-2115/101, 4-6=-3200/91, 6-7=-3196/89, 7-8=-3165/97, 8-9=-2616/90, 9-10=-3183/71, 10-12=-3381/9, 12-14=-2312/40 BOT CHORD 24-25=-96/1720, 22-24=-42/2974, 20-22=-42/2971, 19-20=0/2731, 17-19=0/2803, 16-17=0/2800, 15-16=0/2715, 14-15=-7/773 WEBS 2-24=-57/664, 3-24=0/1048, 4-24=-1413/108, 4-22=0/456, 4-20=-38/398, 6-20=-550/150, 7-20=-125/830, 7-19=-37/788, 8-19=-397/129, 8-17=-276/0, 8-16=-887/98, 9-16=0/1269, 2-25=-2636/0, 12-15=0/1956 NOTES-(10-11) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-1-0, Exterior(2R) 8-1-0 to 14-1-0, Interior(1) 14-1-0 to 34-0-5, Exterior(2R) 34-0-5 to 37-0-5, Exterior(2E) 37-0-5 to 39-1-11, Exterior(2R) 39-1-11 to 44-3-6, Interior(1) 44-3-6 to 51-11-0, Exterior(2E) 51-11-0 to 54-11-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 25, 14 greater than input bearing size. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559174 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-9xxXov6NjWFFfPA39mQ2obzzWmMLEYesmEVP?Gz9EfR Scale = 1:98.3 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 30 31 32 33 34 6x6 6x6 4x6 6x8 6x10 6x6 3x8 MT18HS 5x8 WB 3x6 4x8 4x8 4x6 4x6 4x6 4x8 2x4 5x8 4x6 10x10 4x6 4x6 6-5-86-5-8 12-8-86-3-0 24-0-1011-4-2 35-4-1311-4-2 42-7-117-2-14 44-9-62-1-11 53-11-09-1-10 6-5-8 6-5-8 12-8-8 6-3-0 20-3-4 7-6-12 27-10-1 7-6-12 35-4-13 7-6-12 42-7-11 7-2-14 44-9-6 2-1-11 49-2-15 4-5-9 53-11-0 4-8-1 54-11-0 1-0-0 3-6-57-2-112-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-3-0,0-2-3], [7:0-4-0,0-2-13], [11:0-2-12,0-1-13], [13:Edge,0-4-4], [22:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.94 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.51 0.14 (loc) 18-21 18-21 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 325 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 20-23: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-21,4-21,4-18,6-18,6-17,7-17: 2x4 SPF No.2, 1-23: 2x4 SPF-S Stud 11-13: 2x6 SP 2400F 2.0E OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-6 max.): 3-7, 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 18-21,17-18. WEBS 1 Row at midpt 6-18, 6-17, 8-17, 8-14, 1-23, 10-13 2 Rows at 1/3 pts 4-21 REACTIONS. (size)23=0-3-8 (req. 0-3-13), 13=0-3-8 (req. 0-3-14) Max Horz 23=-249(LC 8) Max Grav 23=2446(LC 2), 13=2477(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2325/52, 2-3=-2581/110, 3-4=-2087/122, 4-6=-2890/101, 6-7=-2631/122, 7-8=-3208/99, 8-9=-2784/62, 9-10=-3339/45, 10-11=-1255/18, 1-23=-2345/13, 11-13=-932/50 BOT CHORD 21-22=-59/1880, 18-21=-10/2706, 17-18=0/2883, 15-17=0/3199, 14-15=0/3199, 13-14=0/2576 WEBS 2-22=-713/47, 2-21=-101/403, 3-21=0/1070, 4-21=-1209/119, 4-18=0/634, 6-17=-589/164, 7-17=0/1346, 8-17=-835/133, 8-14=-1428/37, 9-14=0/1541, 10-14=-31/278, 1-22=0/2070, 10-13=-2151/26 NOTES-(10-11) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-8-8, Exterior(2R) 9-8-8 to 15-8-8, Interior(1) 15-8-8 to 32-4-13, Exterior(2R) 32-4-13 to 38-4-13, Interior(1) 38-4-13 to 42-7-11, Exterior(2R) 42-7-11 to 47-9-6 , Interior(1) 47-9-6 to 51-11-0, Exterior(2E) 51-11-0 to 54-11-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 23, 13 greater than input bearing size. 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. Continued on page 2 June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559174 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:54 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-9xxXov6NjWFFfPA39mQ2obzzWmMLEYesmEVP?Gz9EfR 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559175 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-d7Vv?F6?UqN5GZkFjTyHLoW22AjXz0t0?uEzXiz9EfQ Scale = 1:92.4 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 5x6 5x6 3x6 5x6 3x6 5x8 5x10 MT18HS3x8 MT18HS 3x8 MT18HS 3x6 4x6 3x8 3x6 3x6 3x6 4x8 3x6 3x6 6x10 3x6 3x8 MT18HS 6-5-86-5-8 12-8-86-3-0 24-0-1011-4-2 35-4-1311-4-2 42-6-107-1-14 49-11-07-4-6 6-5-8 6-5-8 12-8-8 6-3-0 20-3-4 7-6-12 27-10-1 7-6-12 35-4-13 7-6-12 40-1-12 4-8-15 44-10-12 4-8-15 49-7-11 4-8-15 49-11-0 0-3-5 3-6-512-0-02-6-112-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-3-12,0-2-0], [7:0-3-12,0-2-0], [11:0-0-0,0-1-12], [11:0-3-5,Edge], [12:0-1-4,0-0-0], [21:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.88 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.46 -0.77 0.13 (loc) 17-20 17-20 13 l/defl >999 >771 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 254 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-15: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-20,4-20,4-17,6-17,6-16,7-16: 2x4 SPF No.2 9-13,1-22: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-7, 11-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 6-17, 6-16, 8-16, 8-14 2 Rows at 1/3 pts 9-13 REACTIONS. (size)13=Mechanical, 22=0-3-8 (req. 0-3-9) Max Horz 22=-238(LC 6) Max Grav 13=2270(LC 2), 22=2277(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2149/0, 2-3=-2372/30, 3-4=-1905/57, 4-6=-2502/11, 6-7=-2073/45, 7-8=-2542/22, 8-9=-2560/0, 1-22=-2170/0 BOT CHORD 20-21=-90/1739, 17-20=-49/2385, 16-17=-8/2442, 14-16=0/2112, 13-14=0/1889 WEBS 2-21=-662/22, 2-20=-104/356, 3-20=0/950, 4-20=-958/132, 4-17=0/431, 6-17=-19/273, 6-16=-767/146, 7-16=0/1084, 9-14=-4/478, 9-13=-2709/0, 1-21=0/1903 NOTES-(11-12) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-5-9, Exterior(2R) 8-5-9 to 16-11-7, Interior(1) 16-11-7 to 31-1-14, Exterior(2R) 31-1-14 to 39-7-12, Interior(1) 39-7-12 to 49-7-11, Exterior(2E) 49-7-11 to 49-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 22 greater than input bearing size. 8) Refer to girder(s) for truss to truss connections. 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. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T15 Truss Type Piggyback Base Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559176 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-aWcgQx8G0RdpWtuequ_mQDbRizQ4Rz?ITCj4cbz9EfO Scale = 1:102.4 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 26 27 28 29 30 31 32 33 34 4x6 6x8 4x6 6x8 4x6 3x8 MT18HS 4x6 2x4 4x6 5x12 4x6 4x6 4x6 4x6 2x4 6x16 4x6 3x6 4x6 4x6 8x8 8x10 4x6 6-8-86-8-8 13-2-86-6-0 19-6-06-3-8 32-1-012-7-0 34-10-132-9-13 42-3-107-4-14 49-11-07-7-6 6-8-8 6-8-8 13-2-8 6-6-0 19-6-0 6-3-8 25-9-8 6-3-8 32-1-0 6-3-8 34-10-13 2-9-13 42-3-10 7-4-14 49-11-0 7-7-6 50-11-0 1-0-0 3-6-512-4-01-1-01-2-1412-4-08.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [4:0-5-4,0-3-0], [7:0-3-0,Edge], [9:0-5-12,0-2-0], [14:0-2-12,0-0-0], [14:Edge,0-6-12], [15:0-2-8,0-2-0], [18:0-5-4,0-2-12], [24:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.75 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.60 0.11 (loc) 19-20 19-20 14 l/defl >999 >991 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 345 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 7-9: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 16-18: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-24,3-22,11-17,11-15,1-24,12-15: 2x3 SPF No.2 1-25: 2x4 SPF-S Stud, 12-14: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-0 max.): 4-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-19, 4-22, 5-20, 6-18, 11-17, 6-20 REACTIONS. (size)25=0-3-8, 14=0-5-8 Max Horz 25=-240(LC 8) Max Grav 25=2191(LC 2), 14=2219(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2147/0, 3-4=-2262/42, 4-5=-2222/28, 5-6=-2219/28, 6-8=-2271/32, 8-9=-2272/30, 9-11=-2638/0, 11-12=-3066/0, 1-25=-2092/0, 12-14=-2075/0 BOT CHORD 22-24=-60/1740, 20-22=-34/1798, 17-18=0/2100, 15-17=0/2459, 14-15=-26/754 WEBS 3-24=-577/51, 4-20=-80/960, 5-20=-388/110, 18-20=-7/2288, 6-18=-271/130, 9-18=-140/751, 9-17=-18/523, 11-17=-554/141, 1-24=0/1872, 6-20=-393/109, 12-15=0/1710 NOTES-(9-10) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-11-9, Exterior(2R) 8-11-9 to 17-5-7, Interior(1) 17-5-7 to 30-7-14, Exterior(2R) 30-7-14 to 39-1-12, Interior(1) 39-1-12 to 47-11-0, Exterior(2E) 47-11-0 to 50-11-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T16 Truss Type Piggyback Base Qty 3 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559177 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:21:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-2iA2dG9umllg71TqObV?zR8dYNizAOhShsTd81z9EfN Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 33 34 35 3x6 5x6 3x6 6x6 3x6 3x6 3x4 4x6 3x8 MT18HS 3x6 4x8 3x6 4x8 3x8 5x8 5x12 3x8 3x6 4x6 3x4 5x10 MT18HS 12x18 MT18HS 8-10-88-10-8 13-2-84-4-0 20-7-127-5-4 28-1-07-5-4 34-10-136-9-13 42-3-107-4-14 49-11-07-7-6 4-6-8 4-6-8 8-10-8 4-4-0 13-2-8 4-4-0 20-7-12 7-5-4 28-1-0 7-5-4 34-10-13 6-9-13 42-3-10 7-4-14 49-11-0 7-7-6 50-11-0 1-0-0 3-6-512-4-01-1-01-2-1412-4-08.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0], [5:0-3-12,0-2-0], [9:0-3-12,0-2-0], [14:0-1-12,0-0-0], [14:Edge,0-10-2], [15:0-2-8,0-2-0], [18:0-8-4,0-3-8], [20:0-3-8,0-2-8], [23:0-2-8,0-1-8] 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-SH 0.73 0.96 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.50 0.17 (loc) 23-24 23-24 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 274 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-11,11-13: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-23,4-23,4-21,18-20,10-17,10-15,12-15: 2x3 SPF No.2 1-24,3-24: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-12 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-23, 4-21, 6-21, 6-20, 8-17, 10-17 2 Rows at 1/3 pts 3-24 REACTIONS. (size)24=0-3-8 (req. 0-3-9), 14=0-5-8 Max Horz 24=-245(LC 8) Max Grav 24=2262(LC 2), 14=2278(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2249/4, 4-5=-2255/51, 5-6=-1838/68, 6-8=-2607/11, 8-9=-2205/36, 9-10=-2745/0, 10-12=-3105/0, 12-14=-2152/0 BOT CHORD 23-24=-100/1475, 21-23=-44/1820, 20-21=-11/2295, 8-18=0/350, 17-18=0/2618, 15-17=0/2496, 14-15=-56/421 WEBS 3-23=0/685, 4-23=-300/85, 5-21=0/939, 6-21=-945/104, 18-20=-12/2273, 6-18=-21/586, 8-17=-848/137, 9-17=0/1129, 10-17=-492/148, 3-24=-2389/0, 12-15=0/2106 NOTES-(10-11) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-10-8, Exterior(2R) 8-10-8 to 17-5-7, Interior(1) 17-5-7 to 30-7-14, Exterior(2R) 30-7-14 to 39-1-12, Interior(1) 39-1-12 to 47-11-0, Exterior(2E) 47-11-0 to 50-11-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 24 greater than input bearing size. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T17 Truss Type Piggyback Base Qty 2 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559178 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-_5Io2yA8IM?ONKdDV0XT2sDvNBO9eFBl9AykDwz9EfL Scale = 1:98.1 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 33 34 35 36 4x6 6x6 4x6 6x6 4x6 4x10 4x6 3x6 2x4 4x6 3x8 MT18HS 3x6 2x4 3x8 4x10 4x8 5x8 6x10 3x8 4x6 2x4 6x10 4x6 4x6 3-9-123-9-12 10-4-26-6-6 16-10-86-6-6 24-3-127-5-4 31-9-07-5-4 38-6-136-9-13 45-11-117-4-14 53-7-07-7-6 8-6-8 8-6-8 16-10-8 8-4-0 24-3-12 7-5-4 31-9-0 7-5-4 38-6-13 6-9-13 45-11-11 7-4-14 53-7-0 7-7-6 54-7-0 1-0-0 1-1-012-4-01-1-01-2-1412-4-08.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-2-0], [3:0-3-0,Edge], [4:0-3-0,0-2-3], [17:0-7-4,0-3-12], [19:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.98 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.45 0.19 (loc) 16-17 18-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 316 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-23: 2x4 SPF-S Stud, 2-22,17-19,10-16,10-14: 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 2-5-7, Right 2x6 SPF No.2 4-7-12 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-4-13 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-20, 5-19, 7-16, 10-16 2 Rows at 1/3 pts 2-23 REACTIONS. (size)1=0-3-8, 23=0-3-8 (req. 0-3-13), 12=0-5-8 Max Horz 1=211(LC 7) Max Uplift 1=-37(LC 11) Max Grav 1=178(LC 23), 23=2450(LC 2), 12=2302(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2342/32, 4-5=-1840/63, 5-7=-2636/10, 7-8=-2256/32, 8-10=-2765/0, 10-12=-3318/0 BOT CHORD 22-23=-72/1588, 20-22=-47/1660, 19-20=0/2309, 16-17=0/2642, 14-16=0/2571, 12-14=0/2570 WEBS 7-17=0/323, 2-23=-2632/0, 2-22=0/296, 2-20=-112/390, 4-20=0/884, 5-20=-983/110, 17-19=0/2326, 5-17=-20/608, 7-16=-802/139, 8-16=0/1109, 10-16=-520/153, 10-14=0/371 NOTES-(11-12) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-7-9, Exterior(2R) 12-7-9 to 21-1-7, Interior(1) 21-1-7 to 34-3-14, Exterior(2R) 34-3-14 to 42-9-12, Interior(1) 42-9-12 to 51-7-0, Exterior(2E) 51-7-0 to 54-7-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 23 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1. 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. Continued on page 2 June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T17 Truss Type Piggyback Base Qty 2 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559178 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:00 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-_5Io2yA8IM?ONKdDV0XT2sDvNBO9eFBl9AykDwz9EfL 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T18 Truss Type Piggyback Base Qty 2 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559179 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-SHsBGIBm3g7F_UCP3k2ia3m9Tbp0Nl3uNpiHlMz9EfK Scale = 1:99.5 12 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 28 29 30 31 32 3x6 5x6 3x6 6x6 3x6 12x12 3x6 3x4 4x6 3x6 5x6 6x8 3x8 3x6 4x8 3x8 4x8 6x8 3x8 3x6 4x6 12x18 MT18HS 3-9-123-9-12 11-3-137-6-1 16-10-85-6-11 24-3-127-5-4 31-9-07-5-4 38-6-136-9-13 45-11-117-4-14 53-7-07-7-6 -1-0-0 1-0-0 5-9-3 5-9-3 11-3-13 5-6-11 16-10-8 5-6-11 24-3-12 7-5-4 31-9-0 7-5-4 38-6-13 6-9-13 45-11-11 7-4-14 53-7-0 7-7-6 54-7-0 1-0-0 1-1-012-4-01-1-01-2-1412-4-08.00 12 Plate Offsets (X,Y)-- [6:0-3-12,0-2-0], [10:0-3-12,0-2-0], [15:Edge,0-10-2], [15:0-1-12,0-0-0], [16:0-2-8,0-2-0], [19:0-5-12,0-4-8], [21:0-3-8,0-2-0], [24:0-2-8,0-1-8], [26:0-1-12 ,0-0-0], [26:Edge,0-10-8] 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-SH 0.68 0.69 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.35 0.14 (loc) 18-19 18-19 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 281 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-22,7-22,7-21,7-19,9-18,10-18,2-26,13-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-6 max.): 6-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-25, 5-24, 7-22, 7-21, 9-18, 11-18 REACTIONS. (size)26=0-3-8, 25=0-3-8 (req. 0-4-4), 15=0-5-8 Max Horz 26=-226(LC 8) Max Uplift 26=-443(LC 24) Max Grav 26=32(LC 7), 25=2729(LC 1), 15=2016(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-43/832, 4-5=-1719/6, 5-6=-1886/49, 6-7=-1496/71, 7-9=-2221/13, 9-10=-1892/38, 10-11=-2397/0, 11-13=-2726/0, 2-26=-23/445, 13-15=-1940/0 BOT CHORD 25-26=-235/267, 24-25=-123/485, 22-24=-49/1352, 21-22=-8/1922, 18-19=0/2228, 16-18=0/2166, 15-16=-61/375 WEBS 4-25=-2629/0, 4-24=0/1181, 5-24=-627/20, 5-22=-90/374, 6-22=0/633, 7-22=-909/97, 19-21=-10/1885, 7-19=-14/572, 9-18=-744/135, 10-18=0/861, 11-18=-420/148, 2-25=-722/110, 13-16=0/1803 NOTES-(10-11) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-7-9, Exterior(2R) 12-7-9 to 21-1-7, Interior(1) 21-1-7 to 34-3-14, Exterior(2R) 34-3-14 to 42-9-12, Interior(1) 42-9-12 to 51-7-0, Exterior(2E) 51-7-0 to 54-7-0 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) WARNING: Required bearing size at joint(s) 25 greater than input bearing size. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 26=443. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T19 Truss Type Piggyback Base Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559180 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Og_xh_D1bHNzEoMoB85AgUrQ5OS3rdsBr7BOpFz9EfI Scale = 1:105.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 28 29 30 31 3x8 MT18HS 4x10 7x16 MT18HS 3x6 5x6 3x6 8x8 3x6 8x10 3x4 3x4 3x6 3x4 4x6 3x8 MT18HS 4x10 3x6 5x12 3x8 5x8 5x12 3x8 3x6 4x6 3x8 MT18HS 6x8 1-8-71-8-7 10-10-09-1-9 16-10-86-0-8 24-3-127-5-4 31-9-07-5-4 38-6-136-9-13 45-11-107-4-14 53-7-07-7-6 1-8-7 1-8-7 6-3-3 4-6-13 10-10-0 4-6-13 16-10-8 6-0-8 24-3-12 7-5-4 31-9-0 7-5-4 38-6-13 6-9-13 45-11-10 7-4-14 53-7-0 7-7-6 54-7-0 1-0-0 1-2-1011-4-012-4-01-1-00-2-141-0-01-2-1412-4-08.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-3], [10:0-5-8,0-1-12], [13:0-3-8,Edge], [16:0-2-8,0-2-0], [19:0-8-4,0-3-8], [21:0-3-8,0-2-8], [26:0-4-0,0-1-8] 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-SH 0.93 0.78 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.64 0.19 (loc) 25-26 25-26 15 l/defl >999 >995 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 289 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-12,12-14: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 25-27: 2x4 SPF 2100F 1.8E, 5-24: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-26,6-25,6-22,7-22,7-21,7-19,9-18,10-18,13-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 1-2, 6-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-24. WEBS 1 Row at midpt 7-22, 7-21, 9-18, 11-18 REACTIONS. (size)27=0-3-8, 15=0-5-8 Max Horz 27=-213(LC 8) Max Grav 27=2133(LC 1), 15=2203(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-2085/0, 1-2=-3306/0, 2-4=-4335/0, 4-5=-3252/34, 5-6=-3265/143, 6-7=-2064/121, 7-9=-2604/99, 9-10=-2152/106, 10-11=-2706/84, 11-13=-3012/13, 13-15=-2126/40 BOT CHORD 25-26=0/2950, 5-25=-337/171, 21-22=0/2373, 9-19=0/381, 18-19=0/2611, 16-18=0/2403, 15-16=-55/396 WEBS 1-26=0/3774, 2-26=-2478/0, 4-26=0/919, 4-25=-401/101, 22-25=0/2071, 6-25=-142/1207, 6-22=-80/479, 7-22=-730/128, 7-21=-292/91, 19-21=0/2330, 7-19=-29/475, 9-18=-960/119, 10-18=0/1031, 11-18=-399/149, 13-16=0/2020 NOTES-(8-9) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 1-8-7, Interior(1) 1-8-7 to 13-10-8, Exterior(2R) 13-10-8 to 19-10-8, Interior(1) 19-10-8 to 35-6-13, Exterior(2R) 35-6-13 to 41-6-13, Interior(1) 41-6-13 to 51-7-0, Exterior(2E) 51-7-0 to 54-7-0 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) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T20 Truss Type Piggyback Base Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559181 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-L35h5gEH7vdhT5VAIZ7elvwnGCADJXdUIRgVu7z9EfG Scale = 1:103.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 28 29 30 31 3x8 MT18HS 4x10 6x10 3x6 6x6 3x6 8x8 3x6 8x10 3x4 3x4 3x6 5x8 3x6 3x6 5x12 3x8 2x4 2x4 4x8 3x6 3x6 3x8 3x4 6x10 3x6 1-8-71-8-7 7-3-35-6-12 12-10-05-6-12 16-10-84-0-8 24-1-47-2-12 31-4-17-2-12 38-6-137-2-12 45-11-107-4-14 53-7-07-7-6 1-8-7 1-8-7 7-3-3 5-6-12 12-10-0 5-6-12 16-10-8 4-0-8 24-1-4 7-2-12 31-4-1 7-2-12 38-6-13 7-2-12 45-11-10 7-4-14 53-7-0 7-7-6 54-7-0 1-0-0 1-2-1011-4-012-4-00-4-30-11-111-7-1412-4-08.00 12 Plate Offsets (X,Y)-- [6:0-3-12,0-2-0], [10:0-5-12,0-2-0], [13:0-4-3,0-3-0], [16:0-2-8,0-1-8], [25:0-2-8,0-1-8], [26:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.67 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.43 0.14 (loc) 21 21-22 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 292 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 24-27: 2x4 SPF 2100F 1.8E, 5-23: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-26,6-24,6-22,7-22,7-21,7-19,9-19,10-19,10-17: 2x4 SPF No.2 13-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 1-2, 6-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 5-24 WEBS 1 Row at midpt 7-22, 7-19, 9-19, 11-17 REACTIONS. (size)27=0-3-8, 13=0-4-8 Max Horz 27=235(LC 9) Max Grav 27=2117(LC 1), 13=2211(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-1990/0, 1-2=-3245/0, 2-4=-3547/0, 4-5=-3064/57, 5-6=-3021/141, 6-7=-2039/124, 7-9=-2280/119, 9-10=-2280/119, 10-11=-2383/109, 11-13=-2375/42 BOT CHORD 26-27=-198/251, 25-26=0/3476, 24-25=0/2910, 5-24=-286/143, 21-22=0/2337, 19-21=0/2337, 17-19=0/1871, 16-17=0/1886 WEBS 1-26=0/3704, 2-26=-2042/26, 2-25=-574/45, 4-25=0/357, 4-24=-577/93, 22-24=0/2020, 6-24=-120/1253, 6-22=-115/330, 7-22=-716/125, 7-21=0/294, 9-19=-455/128, 10-19=-109/896, 10-17=-24/301, 11-16=-451/65, 13-16=0/1914 NOTES-(10-11) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 1-8-7, Interior(1) 1-8-7 to 13-10-8, Exterior(2R) 13-10-8 to 19-10-8, Interior(1) 19-10-8 to 35-6-13, Exterior(2R) 35-6-13 to 41-6-13, Interior(1) 41-6-13 to 51-7-0, Exterior(2E) 51-7-0 to 54-7-0 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) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 13. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559182 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-pFf4J?FvuClY5F4NsHetH7TxxcS72zndX5P2Qaz9EfF Scale = 1:103.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 29 30 31 3x4 4x10 8x8 3x6 5x8 3x6 8x8 3x6 8x8 8x16 3x4 3x4 3x6 5x8 5x8 5x8 3x6 5x12 3x8 2x4 2x4 4x8 3x6 3x6 4x8 3x8 MT18HS 6x6 3x6 1-7-8 1-7-8 3-0-7 1-4-15 9-0-3 5-11-12 15-0-0 5-11-12 18-2-8 3-2-8 25-5-4 7-2-12 32-8-1 7-2-12 39-10-13 7-2-12 47-3-10 7-4-14 54-11-0 7-7-6 1-7-8 1-7-8 3-0-7 1-4-15 9-0-3 5-11-12 15-0-0 5-11-12 18-2-8 3-2-8 25-5-4 7-2-12 32-8-1 7-2-12 39-10-13 7-2-12 47-3-10 7-4-14 54-11-0 7-7-6 2-3-1012-5-02-3-140-1-01-0-01-0-012-4-08.00 12 9.75 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-8], [7:0-4-0,0-1-9], [11:0-5-12,0-2-0], [16:0-2-8,0-2-0], [25:0-2-8,0-2-8], [26:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.95 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.61 0.41 (loc) 6 24-25 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 300 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3,7-9,9-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 24-27: 2x4 SPF 2100F 1.8E, 6-23: 2x3 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-28,3-25,14-15: 2x4 SPF-S Stud 2-27,3-26,5-25,5-24,22-24,12-18,12-16,14-16: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-1-0 max.): 1-3, 7-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 27-28 2-2-0 oc bracing: 25-26. 1 Row at midpt 6-24 WEBS 1 Row at midpt 3-25, 5-24, 7-22, 8-22, 8-19, 10-19, 12-18 REACTIONS. (size)28=0-3-8, 15=Mechanical Max Horz 28=235(LC 7) Max Grav 28=2185(LC 1), 15=2185(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-2145/24, 1-2=-3361/39, 2-3=-5977/0, 3-5=-4139/0, 5-6=-3315/59, 6-7=-3241/136, 7-8=-2219/119, 8-10=-2417/114, 10-11=-2418/114, 11-12=-2524/104, 12-14=-2573/30, 14-15=-2114/11 BOT CHORD 27-28=-298/287, 26-27=-225/3573, 25-26=-24/6212, 24-25=-10/3407, 6-24=-261/139, 21-22=0/2495, 19-21=0/2495, 18-19=0/1986, 16-18=0/2051 WEBS 1-27=-28/3917, 2-27=-1835/0, 2-26=0/3038, 3-26=-2078/34, 3-25=-2838/64, 5-25=0/653, 5-24=-958/104, 22-24=0/2245, 7-24=-115/1609, 8-22=-687/136, 8-21=0/293, 10-19=-455/128, 11-19=-113/940, 11-18=-25/332, 12-16=-398/78, 14-16=0/2041 NOTES-(10-11) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-0-7, Interior(1) 3-0-7 to 15-1-4, Exterior(2R) 15-1-4 to 21-2-8, Interior(1) 21-2-8 to 36-10-13, Exterior(2R) 36-10-13 to 42-10-13, Interior(1) 42-10-13 to 51-9-4, Exterior(2E) 51-9-4 to 54-9-4 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) Bearing at joint(s) 28 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T22 Truss Type Piggyback Base Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559183 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-ldnqkhG9Qq0FKZElzihLNYYG7P7JWtxw_Pu9VSz9EfD Scale = 1:105.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 2221 20 19 18 17 16 31 32 33 34 35 3x4 4x10 8x8 3x6 6x8 6x6 5x6 5x6 3x6 8x8 3x4 3x4 6x16 5x8 5x8 5x8 3x6 6x16 8x16 3x8 2x4 3x6 3x6 3x8 3x6 4x8 3x8 MT18HS 6x6 3x6 1-7-8 1-7-8 3-0-7 1-4-15 9-0-3 5-11-13 15-0-0 5-11-13 16-7-10 1-7-10 23-5-10 6-10-0 30-3-10 6-10-0 31-4-8 1-0-14 40-4-13 9-0-5 47-6-10 7-1-14 54-11-0 7-4-6 1-7-8 1-7-8 3-0-7 1-4-15 9-0-3 5-11-13 15-0-0 5-11-13 16-7-10 1-7-10 23-5-10 6-10-0 30-3-10 6-10-0 31-4-8 1-0-14 35-10-10 4-6-2 40-4-13 4-6-2 47-6-10 7-1-14 54-11-0 7-4-6 2-3-1011-4-712-1-02-3-140-1-01-0-01-0-012-0-08.00 12 9.75 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-8], [7:0-4-0,0-1-9], [10:0-3-8,0-2-8], [12:0-3-12,0-2-0], [17:0-2-8,0-2-0], [20:0-1-12,0-0-0], [21:0-0-0,0-1-12], [21:0-7-12,0-3-0], [27:0-2-8,0-2-8] , [28:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.96 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.72 0.46 (loc) 6 22-23 16 l/defl >999 >909 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 324 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-7,12-14,3-4,14-15: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 26-29: 2x4 SPF 2100F 1.8E, 6-25: 2x3 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-30,2-29,3-28,5-27,5-26,24-26,7-26,13-18,13-17,15-17: 2x3 SPF No.2 3-27,15-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-0-8 max.): 1-3, 7-9, 10-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 29-30,25-26 2-2-0 oc bracing: 27-28. 1 Row at midpt 6-26 WEBS 1 Row at midpt 3-27, 5-26, 7-24, 8-24, 8-22, 9-22, 9-20, 11-18, 13-18 REACTIONS. (size)30=0-3-8, 16=Mechanical Max Horz 30=-229(LC 8) Max Grav 30=2187(LC 1), 16=2187(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-2147/17, 1-2=-3457/28, 2-3=-6059/0, 3-5=-4161/1, 5-6=-3320/73, 6-7=-3194/139, 7-8=-2324/115, 8-9=-2694/114, 9-10=-2959/138, 10-11=-2519/123, 11-12=-2011/129, 12-13=-2539/114, 13-15=-2555/43, 15-16=-2117/21 BOT CHORD 29-30=-277/279, 28-29=-196/3669, 27-28=-6/6294, 26-27=0/3427, 23-24=0/2696, 22-23=0/2696, 20-22=0/2694, 18-20=0/2309, 17-18=0/2039 WEBS 1-29=-15/4008, 2-29=-1833/0, 2-28=0/3020, 3-28=-2077/41, 3-27=-2900/40, 5-27=0/665, 5-26=-984/101, 24-26=0/2585, 7-26=-64/2119, 7-24=-588/86, 8-24=-836/115, 8-23=0/282, 9-20=-1746/89, 10-20=-35/1370, 11-20=-19/674, 11-18=-952/120, 12-18=0/1001, 13-17=-426/74, 15-17=0/2040 NOTES-(10-11) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 3-0-7, Interior(1) 3-0-7 to 13-7-10, Exterior(2R) 13-7-10 to 19-7-10, Interior(1) 19-7-10 to 30-3-10, Exterior(2R) 30-3-10 to 34-4-8, Interior(1) 34-4-8 to 37-4-13, Exterior(2R) 37-4-13 to 43-4-13, Interior(1) 43-4-13 to 51-9-4, Exterior(2E) 51-9-4 to 54-9-4 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) Bearing at joint(s) 30 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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.Continued on page 2 June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T22 Truss Type Piggyback Base Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559183 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:08 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-ldnqkhG9Qq0FKZElzihLNYYG7P7JWtxw_Pu9VSz9EfD NOTES-(10-11) 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T23 Truss Type Roof Special Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559184 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-h0va9NIQyRGzZtO857jpSzecMDon_nODSjNGZLz9EfB Scale = 1:103.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 29 28 27 26 2524 23 22 21 20 19 18 17 16 15 30 31 32 33 34 35 3x4 4x10 8x8 5x6 6x6 5x6 5x6 3x6 8x8 4x6 3x4 3x8 MT18HS 5x8 5x8 4x8 3x6 6x8 6x6 6x10 3x8 3x6 5x8 3x6 3x8 3x6 4x8 3x8 MT18HS 6x6 3x6 1-7-8 1-7-8 3-0-7 1-4-15 8-1-0 5-0-10 13-1-10 5-0-10 15-0-0 1-10-6 20-10-13 5-10-13 26-9-10 5-10-13 31-1-10 4-4-0 40-7-11 9-6-1 47-8-1 7-0-7 54-11-0 7-2-15 1-7-8 1-7-8 3-0-7 1-4-15 8-1-0 5-0-10 13-1-10 5-0-10 15-0-0 1-10-6 20-10-13 5-10-13 26-9-10 5-10-13 31-1-10 4-4-0 35-10-10 4-9-0 40-7-11 4-9-0 47-8-1 7-0-7 54-11-0 7-2-15 2-3-109-0-711-11-12-3-140-1-01-0-01-0-011-10-18.00 12 9.75 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-8], [5:0-3-12,0-2-0], [9:0-3-12,0-2-0], [11:0-3-12,0-2-0], [16:0-2-8,0-2-0], [21:0-2-8,0-1-8], [22:0-2-8,0-3-0], [24:0-6-12,0-4-8], [26:0-2-8,0-2-0], [27:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.96 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.79 0.42 (loc) 21-22 21-22 15 l/defl >999 >834 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 294 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 24-28: 2x4 SPF 2100F 1.8E, 6-23: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-28,2-27,22-24,7-21,8-19,9-19,10-19,10-17,11-17: 2x4 SPF No.2 14-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-0-3 max.): 1-3, 5-8, 9-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 28-29 2-2-0 oc bracing: 26-27,19-21. WEBS 1 Row at midpt 3-26, 6-25, 7-24, 7-22, 8-21, 8-19, 10-17, 12-17REACTIONS. (size)29=0-3-8, 15=Mechanical Max Horz 29=227(LC 7) Max Uplift 29=-33(LC 10) Max Grav 29=2187(LC 1), 15=2187(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-2146/103, 1-2=-3459/137, 2-3=-6050/161, 3-4=-4306/100, 4-5=-3526/121, 5-6=-2874/128, 6-7=-3163/128, 7-8=-3460/88, 8-9=-3118/124, 9-10=-2555/129, 10-11=-2019/131, 11-12=-2546/116, 12-14=-2545/47, 14-15=-2117/24 BOT CHORD 28-29=-289/275, 27-28=-230/3673, 26-27=-260/6284, 25-26=-119/3555, 24-25=-32/3164, 6-24=0/1009, 21-22=0/3286, 19-21=0/3462, 17-19=0/2341, 16-17=0/2032 WEBS 1-28=-171/4011, 2-28=-1843/19, 2-27=-27/3005, 3-27=-2067/82, 3-26=-2773/144, 4-26=0/661, 4-25=-914/115, 5-25=-13/1681, 6-25=-1213/44, 22-24=-11/3179, 7-22=-497/82, 7-21=-12/402, 8-21=-261/55, 8-19=-2013/132, 9-19=0/1412, 10-19=-50/648, 10-17=-967/63, 11-17=0/1009, 12-16=-441/71, 14-16=0/2035 NOTES-(11-12) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 3-0-7, Interior(1) 3-0-7 to 10-1-10, Exterior(2R) 10-1-10 to 16-1-10, Interior(1) 16-1-10 to 28-1-10, Exterior(2R) 28-1-10 to 34-1-10, Interior(1) 34-1-10 to 37-7-11, Exterior(2R) 37-7-11 to 43-7-11, Interior(1) 43-7-11 to 51-9-4, Exterior(2E) 51-9-4 to 54-9-4 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) Bearing at joint(s) 29 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) 29. 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.Continued on page 2 June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T23 Truss Type Roof Special Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559184 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:10 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-h0va9NIQyRGzZtO857jpSzecMDon_nODSjNGZLz9EfB NOTES-(11-12) 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T24 Truss Type ROOF SPECIAL Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559185 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-eP0LZ3KgT2WhpAYXCXlHXOj?A0V9ShCWv1sMeDz9Ef9 Scale = 1:104.6 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 14 28 29 30 31 3x4 4x10 8x8 8x8 8x10 3x8 8x8 3x4 8x8 5x6 4x6 3x8 MT18HS 5x8 5x8 4x8 3x6 6x8 6x8 6x18 MT18HS 8x8 5x10 MT18HS 2x4 5x8 3x6 5x12 5x10 MT18HS3x6 1-7-8 1-7-8 3-0-7 1-4-15 6-4-0 3-3-10 9-7-10 3-3-10 15-0-0 5-4-6 23-3-10 8-3-10 27-7-10 4-4-0 35-10-10 8-3-0 44-1-11 8-3-0 54-11-0 10-9-5 1-7-8 1-7-8 3-0-7 1-4-15 6-4-0 3-3-10 9-7-10 3-3-10 15-0-0 5-4-6 23-3-10 8-3-10 27-7-10 4-4-0 35-10-10 8-3-0 44-1-11 8-3-0 49-5-1 5-3-7 54-11-0 5-5-15 2-3-106-8-79-7-12-3-140-1-01-0-01-0-09-6-18.00 12 9.75 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-8], [5:0-5-4,0-2-6], [8:0-6-8,0-1-12], [11:0-5-12,0-2-0], [15:0-2-8,0-1-8], [19:0-2-8,Edge], [20:0-3-12,0-2-4], [22:0-11-8,0-4-0], [24:0-2-8,0-2-0], [25:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.78 0.91 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.46 -0.99 0.41 (loc) 20 20-21 14 l/defl >999 >665 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 263 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 3-5,7-8,11-13: 2x4 SPF No.2, 5-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 26-27: 2x4 SPF No.2, 6-21: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-26,2-25,8-17,11-17: 2x4 SPF No.2 6-23,7-19,13-14,12-14: 2x4 SPF-S Stud, 20-22: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-5-1 max.): 1-3, 5-7, 8-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 26-27 2-2-0 oc bracing: 24-25. WEBS 1 Row at midpt 6-23, 7-22, 8-17, 9-17, 11-15 2 Rows at 1/3 pts 7-19, 12-14 REACTIONS. (size)27=0-3-8, 14=Mechanical Max Horz 27=185(LC 7) Max Uplift 27=-19(LC 10) Max Grav 27=2187(LC 1), 14=2187(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-2149/66, 1-2=-3454/80, 2-3=-6055/88, 3-4=-4723/63, 4-5=-3980/71, 5-6=-3318/77, 6-7=-4713/67, 7-8=-3981/81, 8-9=-2990/95, 9-11=-2991/95, 11-12=-2581/77 BOT CHORD 25-26=-144/3667, 24-25=-155/6293, 23-24=-79/3922, 22-23=-7/4719, 6-22=0/862, 19-20=0/4673, 17-19=0/3270, 15-17=0/2068, 14-15=0/1852 WEBS 1-26=-104/4005, 2-26=-1841/20, 2-25=-7/3018, 3-25=-2099/48, 3-24=-2459/79, 4-24=0/781, 4-23=-871/83, 5-23=0/1951, 6-23=-1957/43, 20-22=0/4540, 7-20=-524/72, 7-19=-2470/79, 8-19=0/2142, 8-17=-474/77, 9-17=-563/158, 11-17=-44/1441, 12-15=-42/430, 12-14=-2574/0 NOTES-(11-12) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 3-0-7, Interior(1) 3-0-7 to 6-4-0, Exterior(2R) 6-4-0 to 12-7-10, Interior(1) 12-7-10 to 24-7-10, Exterior(2R) 24-7-10 to 30-7-10, Interior(1) 30-7-10 to 41-1-11, Exterior(2R) 41-1-11 to 47-1-11, Interior(1) 47-1-11 to 51-9-4, Exterior(2E) 51-9-4 to 54-9-4 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) Bearing at joint(s) 27 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) 27. Continued on page 2 June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss T24 Truss Type ROOF SPECIAL Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559185 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:12 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-eP0LZ3KgT2WhpAYXCXlHXOj?A0V9ShCWv1sMeDz9Ef9 NOTES-(11-12) 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. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss TG01 Truss Type Hip Girder Qty 1 Ply 3 15 Heritage at Spring Mill Job Reference (optional) I41559186 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-2_iTC4MYmzuGgeG5ugJ_90LUQEfhf3Ayb?51FYz9Ef6 Scale = 1:27.9 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 8x8 10x10 5x6 3x8 MT18HS 3x4 10x10 10x10 2x4 4x10 5x12 6x8 8x10 1-7-111-7-11 5-6-133-11-2 9-4-33-9-6 13-3-53-11-2 14-11-01-7-11 1-7-11 1-7-11 5-6-13 3-11-2 9-4-3 3-9-6 13-3-5 3-11-2 14-11-0 1-7-11 15-11-0 1-0-0 1-7-03-6-01-7-03-6-014.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-7-4,0-2-0], [5:0-2-11,Edge], [6:Edge,0-1-5], [12:0-3-8,0-5-0] 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-SH 0.91 0.40 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 0.02 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 263 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-11,4-11,4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 8=0-3-8 Max Horz 13=-83(LC 25) Max Uplift 8=-159(LC 4) Max Grav 13=9968(LC 21), 8=6528(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6286/0, 2-3=-9721/0, 3-4=-9719/0, 4-5=-3601/253, 5-6=-5324/361, 1-13=-10088/0, 6-8=-6819/434 BOT CHORD 11-12=0/4024, 10-11=0/9689, 9-10=0/9689 WEBS 2-12=-124/371, 2-11=0/7245, 4-11=-459/1158, 4-10=0/4758, 4-9=-7903/0, 5-9=-146/3787, 1-12=0/4959, 6-9=-303/4298 NOTES-(12-13) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 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) except (jt=lb) 8=159. 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. Continued on page 2 June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss TG01 Truss Type Hip Girder Qty 1 Ply 3 15 Heritage at Spring Mill Job Reference (optional) I41559186 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:15 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-2_iTC4MYmzuGgeG5ugJ_90LUQEfhf3Ayb?51FYz9Ef6 NOTES-(12-13) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down and 87 lb up at 1-7-11, 93 lb down and 85 lb up at 3-5-8, 93 lb down and 85 lb up at 5-5-8, 93 lb down and 85 lb up at 7-5-8, 93 lb down and 85 lb up at 9-5-8, and 93 lb down and 85 lb up at 11-5-8, and 88 lb down and 87 lb up at 13-3-5 on top chord, and 44 lb down at 1-8-7, 2165 lb down at 2-0-12, 44 lb down at 3-5-8, 2167 lb down at 4-0-12, 44 lb down at 5-5-8, 2167 lb down at 6-0-12, 44 lb down at 7-5-8, 2167 lb down at 8-0-12, 2112 lb down and 54 lb up at 9-4-4, 44 lb down at 9-5-8, 2183 lb down and 1069 lb up at 11-5-0, and 44 lb down at 11-5-8 , and 44 lb down at 13-2-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 1=-2182 2=-31(B) 5=-31(B) 12=-2188(F=-2165, B=-23) 11=-23(B) 3=-31(B) 10=-2134(F=-2112, B=-23) 4=-31(B) 9=-23(B) 14=-31(B) 15=-31(B) 16=-31(B) 17=-23(B) 18=-2167(F) 19=-2167(F) 20=-23(B) 21=-2167(F) 22=-1947(F=-1925, B=-23) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 15 Heritage at Spring Mill Job Reference (optional) I41559187 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-PxVMFoQhbWWYmP93gDu9s42PsFKiKKlhlHoowmz9Ef1 Scale = 1:70.2 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 5051 52 53 54 55 5x6 3x6 5x6 4x10 4x6 4x6 3x8 4x8 4x8 3x6 4x6 3x4 4x6 3x4 4x6 4x6 3x6 4x8 2-7-142-7-14 12-10-510-2-7 23-0-1110-2-7 33-3-210-2-7 39-11-06-7-14 2-7-14 2-7-14 10-3-11 7-7-13 17-11-8 7-7-13 25-7-5 7-7-13 33-3-2 7-7-13 39-11-0 6-7-14 3-9-05-6-41-1-05-6-48.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-2-4], [8:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.54 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.27 0.07 (loc) 13-15 13-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 375 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-16,6-11: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 4-1-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-7 max.): 2-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 17=Mechanical Max Horz 17=-124(LC 4) Max Uplift 10=-895(LC 4), 17=-1049(LC 5) Max Grav 10=2298(LC 36), 17=2342(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1480/681, 2-3=-1225/589, 3-5=-4094/1891, 5-6=-4588/2115, 6-8=-2643/1197, 8-10=-3345/1435, 1-17=-2399/1056 BOT CHORD 15-16=-1746/3640, 13-15=-2203/4645, 11-13=-2026/4355, 10-11=-1103/2629 WEBS 2-16=-104/464, 3-16=-2856/1430, 3-15=-372/1157, 5-15=-711/458, 6-13=-148/627, 6-11=-2045/1099, 8-11=-585/1527, 1-16=-911/1990 NOTES-(13-14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=895, 17=1049. 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. Continued on page 2 June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 15 Heritage at Spring Mill Job Reference (optional) I41559187 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:20 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-PxVMFoQhbWWYmP93gDu9s42PsFKiKKlhlHoowmz9Ef1 NOTES-(13-14) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 100 lb up at 1-11-4, 94 lb down and 108 lb up at 3-11-4, 94 lb down and 108 lb up at 5-11-4, 94 lb down and 108 lb up at 7-11-4, 94 lb down and 108 lb up at 9-11-4, 94 lb down and 108 lb up at 11-11-4, 94 lb down and 108 lb up at 13-11-4, 94 lb down and 108 lb up at 15-11-4, 94 lb down and 108 lb up at 17-11-4, 94 lb down and 108 lb up at 19-11-4, 94 lb down and 108 lb up at 21-11-4, 94 lb down and 108 lb up at 23-11-4, 94 lb down and 108 lb up at 25-11-4, 94 lb down and 108 lb up at 27-11-4, 94 lb down and 108 lb up at 29-11-4, and 94 lb down and 108 lb up at 31-11-4, and 73 lb down and 101 lb up at 33-11-4 on top chord, and 34 lb down and 33 lb up at 1-11-4, 36 lb down and 33 lb up at 3-11-4, 36 lb down and 33 lb up at 5-11-4, 36 lb down and 33 lb up at 7-11-4, 36 lb down and 33 lb up at 9-11-4, 36 lb down and 33 lb up at 11-11-4, 36 lb down and 33 lb up at 13-11-4, 36 lb down and 33 lb up at 15-11-4, 36 lb down and 33 lb up at 17-11-4, 36 lb down and 33 lb up at 19-11-4, 36 lb down and 33 lb up at 21-11-4, 36 lb down and 33 lb up at 23-11-4, 36 lb down and 33 lb up at 25-11-4, 36 lb down and 33 lb up at 27-11-4, 36 lb down and 33 lb up at 29-11-4, 36 lb down and 33 lb up at 31-11-4, and 34 lb down and 34 lb up at 33-11-4, and 110 lb down and 97 lb up at 35-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-8=-60, 8-10=-60, 10-17=-20 Concentrated Loads (lb) Vert: 14=-14(B) 5=-23(B) 12=-14(B) 18=-20(B) 19=-23(B) 20=-23(B) 21=-23(B) 22=-23(B) 23=-23(B) 24=-23(B) 25=-23(B) 26=-23(B) 27=-23(B) 28=-23(B) 29=-23(B) 30=-23(B) 31=-23(B) 32=-23(B) 33=-20(B) 34=-14(B) 35=-14(B) 36=-14(B) 37=-14(B) 39=-14(B) 41=-14(B) 42=-14(B) 44=-14(B) 46=-14(B) 47=-14(B) 48=-14(B) 51=-14(B) 52=-14(B) 53=-14(B) 54=-14(B) 55=-98(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559188 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-LKd7gURx77mG0jJSoexdxV7gd2zxoCy_CbHu_ez9Ef? Scale = 1:100.0 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 27 28 29 30 31 32 3334 35 36 3x4 5x6 4x6 6x8 8x8 3x6 5x12 3x6 4x6 4x6 4x8 4x10 4x10 4x10 2x4 4x8 2x4 6x6 5x16 MT18HS 7x16 MT18HS 2x4 8x16 5x10 MT18HS 5x6 8-6-38-6-3 15-6-147-0-11 22-5-136-10-15 29-6-87-0-11 33-10-84-4-0 39-11-06-0-8 46-7-46-8-4 53-7-06-11-12 4-4-14 4-4-14 8-6-3 4-1-6 15-6-14 7-0-11 22-5-13 6-10-15 29-6-8 7-0-11 33-10-8 4-4-0 39-11-0 6-0-8 46-7-4 6-8-4 53-7-0 6-11-12 2-3-145-1-58-0-04-1-51-0-08-0-08.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-0], [5:0-3-0,Edge], [7:0-5-4,0-3-0], [8:0-5-4,0-2-12], [15:0-11-4,0-5-4], [16:Edge,0-3-8], [17:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.91 0.75 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.44 -0.88 0.17 (loc) 17 17 13 l/defl >999 >724 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 313 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3: 2x4 SPF No.2, 7-8,5-7: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 9-16: 2x4 SPF No.2, 13-15,16-19: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-23,4-20,6-20,7-20,7-18,9-14,12-14: 2x4 SPF No.2 15-17: 2x4 SPF 2100F 1.8E, 2-24: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins, except end verticals, and 2-0-0 oc purlins (2-5-8 max.): 3-7, 8-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-13, 4-23, 7-20, 8-18, 9-14, 2-24 REACTIONS. (size)13=0-3-8, 24=Mechanical Max Horz 24=165(LC 5) Max Uplift 13=-465(LC 5), 24=-34(LC 5) Max Grav 13=2133(LC 1), 24=2132(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2481/141, 3-4=-2023/129, 4-6=-3701/277, 6-7=-3694/274, 7-8=-4481/365, 8-9=-6171/987, 9-11=-3483/744, 11-12=-3483/744, 12-13=-2065/466 BOT CHORD 23-24=-189/1700, 21-23=-267/3101, 20-21=-267/3101, 18-20=-348/3754, 17-18=-594/5560, 16-17=-52/426, 9-15=0/1095, 14-15=-1050/6209 WEBS 2-23=-68/536, 3-23=-11/1018, 4-23=-1642/185, 4-21=0/252, 4-20=-127/916, 6-20=-449/124, 7-18=-234/2099, 8-18=-2688/416, 8-17=-1094/188, 15-17=-549/5220, 8-15=-513/858, 9-14=-3101/298, 11-14=-446/284, 12-14=-860/3930, 2-24=-2484/69 NOTES-(12-13) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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) 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) 24 except (jt=lb) 13=465. 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. Continued on page 2 June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559188 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:22 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-LKd7gURx77mG0jJSoexdxV7gd2zxoCy_CbHu_ez9Ef? NOTES-(12-13) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 74 lb up at 39-11-12, 68 lb down and 70 lb up at 40-11-12, 68 lb down and 70 lb up at 42-11-12, 68 lb down and 70 lb up at 44-11-12, and 68 lb down and 70 lb up at 46-11-12, and 68 lb down and 70 lb up at 48-11-12 on top chord, and 24 lb down and 24 lb up at 39-9-4, 25 lb down and 31 lb up at 40-11-12, 25 lb down and 31 lb up at 42-11-12, 25 lb down and 31 lb up at 44-11-12, 25 lb down and 31 lb up at 46-11-12, 25 lb down and 31 lb up at 48-11-12, and 18 lb down and 24 lb up at 50-3-0, and 13 lb down and 13 lb up at 51-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-60, 7-8=-60, 8-12=-60, 16-24=-20, 13-15=-20 Concentrated Loads (lb) Vert: 16=-2(B) 30=0(B) 31=0(B) 32=0(B) 33=0(B) 34=0(B) 35=-1(B) 36=-2(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559189 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-pWBVtpSZuRu7dsteMLSsTig25STZXuf7RF1SX5z9Ef_ Scale = 1:21.6 1 2 3 4 7 6 5 3x4 4x6 3x4 3x4 4x8 3x6 1-9-111-9-11 3-4-81-6-13 -1-0-0 1-0-0 1-9-11 1-9-11 3-4-8 1-6-13 1-7-03-8-514.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 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 3-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=105(LC 5) Max Uplift 5=-77(LC 5), 7=-18(LC 8) Max Grav 5=140(LC 31), 7=219(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 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) 75 lb down and 72 lb up at 1-9-12 on top chord, and 33 lb down at 1-9-12 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). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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=-10(B) 3=-3(B) June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss TG05 Truss Type Hip Girder Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559190 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Hilt59TCfk1_F0Sqv3z50wD86snuGJ5Hgum?2Xz9Eez Scale = 1:28.0 1 2 3 4 7 6 5 8 9 10 11 12 13 4x6 4x10 10x10 3x4 4x8 4-10-144-10-14 5-4-20-5-4 10-3-04-10-14 4-10-14 4-10-14 5-4-2 0-5-4 10-3-0 4-10-14 1-1-04-4-41-1-04-4-48.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-0-0,0-1-12], [2:0-2-6,0-1-15], [4:Edge,0-8-2], [5:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.14 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-3-8 Max Horz 7=-78(LC 6) Max Uplift 7=-72(LC 8), 5=-48(LC 9) Max Grav 7=490(LC 35), 5=569(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-525/148, 2-3=-377/139, 3-4=-560/152, 1-7=-414/108, 4-5=-478/89 WEBS 3-6=0/309, 1-6=-129/313, 4-6=-146/282 NOTES-(11-12) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 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) 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) 116 lb down and 115 lb up at 4-10-14, and 116 lb down and 115 lb up at 5-4-2, and 119 lb down at 9-6-12 on top chord, and 49 lb down at 1-6-12, 49 lb down at 3-6-12, 45 lb down and 43 lb up at 4-10-14, 45 lb down and 43 lb up at 5-4-2, 49 lb down at 5-6-12, and 49 lb down at 7-6-12, and 58 lb down at 9-6-12 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). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Continued on page 2 June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss TG05 Truss Type Hip Girder Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559190 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:24 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Hilt59TCfk1_F0Sqv3z50wD86snuGJ5Hgum?2Xz9Eez LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-10(F) 8=-88(B) 9=-28(B) 10=-28(B) 11=-28(B) 12=-28(B) 13=-33(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 2 15 Heritage at Spring Mill Job Reference (optional) I41559191 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Tqv1Owb537PQ3iox3tggzEAv3IMsL8luC6x4xOz9Eeo Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 31 32 3334 35 36 37 38 39 40 41 42 43 44 45 4647 48 49 50 51 52 53 54 55 5657 58 59 60 61 62 63 64 65 66 676869 70 71 72 73 6x6 3x4 4x6 6x6 5x6 5x6 5x6 4x6 4x8 2x4 4x6 4x6 4x6 6x8 10x16 MT18HS 4x6 4x6 5x6 5x6 11-9-211-9-2 23-2-1211-5-10 34-8-611-5-10 46-2-011-5-10 53-11-07-9-0 7-11-4 7-11-4 15-7-0 7-7-12 23-2-12 7-7-12 30-10-8 7-7-12 38-6-4 7-7-12 46-2-0 7-7-12 53-11-0 7-9-0 54-11-0 1-0-0 6-3-01-1-06-3-08.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [13:0-1-12,0-0-0], [13:Edge,0-7-8], [21:0-2-12,0-4-4] 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-SH 0.86 0.88 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.39 -0.58 0.14 (loc) 16-18 16-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 562 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-21,4-18,7-18,8-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-6 max.): 1-10. BOT CHORD Structural wood sheathing directly applied or 8-11-3 oc bracing. WEBS 1 Row at midpt 2-21, 8-14 REACTIONS. (size)21=0-3-8, 13=0-3-8 Max Horz 21=-170(LC 23) Max Uplift 21=-1565(LC 4), 13=-1196(LC 4) Max Grav 21=3543(LC 33), 13=3412(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-311/253, 2-4=-5521/2265, 4-5=-7907/3173, 5-7=-7907/3173, 7-8=-7400/3035, 8-10=-4029/1648, 10-11=-4924/1939, 11-13=-3193/1191 BOT CHORD 20-21=-1773/4036, 18-20=-2778/6609, 16-18=-3250/7861, 14-16=-2745/6579, 13-14=-349/1043 WEBS 2-21=-4899/2168, 2-20=-924/2778, 4-20=-1920/954, 4-18=-536/1679, 5-18=-621/400, 7-16=-766/469, 8-16=-448/1561, 8-14=-3183/1509, 10-14=-784/2210, 11-14=-1348/3067 NOTES-(13-14) 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 0-7-0 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 11 = 0% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=1565, 13=1196. 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. Continued on page 2 June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 2 15 Heritage at Spring Mill Job Reference (optional) I41559191 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:35 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Tqv1Owb537PQ3iox3tggzEAv3IMsL8luC6x4xOz9Eeo NOTES-(13-14) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 104 lb down and 121 lb up at 0-6-12, 107 lb down and 126 lb up at 2-6-12, 107 lb down and 126 lb up at 4-6-12, 107 lb down and 126 lb up at 6-6-12, 107 lb down and 126 lb up at 8-6-12, 107 lb down and 126 lb up at 10-6-12, 107 lb down and 126 lb up at 12-6-12, 107 lb down and 126 lb up at 14-6-12, 107 lb down and 126 lb up at 16-6-12, 89 lb down and 99 lb up at 18-6-12, 89 lb down and 99 lb up at 20-6-12, 89 lb down and 99 lb up at 22-6-12, 89 lb down and 99 lb up at 24-6-12, 89 lb down and 99 lb up at 26-6-12, 89 lb down and 99 lb up at 28-6-12, 107 lb down and 126 lb up at 30-6-12, 107 lb down and 126 lb up at 32-6-12, 107 lb down and 126 lb up at 34-6-12, 107 lb down and 126 lb up at 36-6-12, 107 lb down and 126 lb up at 38-6-12, 107 lb down and 126 lb up at 40-6-12, 107 lb down and 126 lb up at 42-6-12, and 107 lb down and 126 lb up at 44-6-12, and 101 lb down and 128 lb up at 46-2-0 on top chord, and 47 lb down and 26 lb up at 0-6-12, 43 lb down and 32 lb up at 2-6-12, 43 lb down and 32 lb up at 4-6-12, 43 lb down and 32 lb up at 6-6-12, 43 lb down and 32 lb up at 8-6-12, 43 lb down and 32 lb up at 10-6-12, 43 lb down and 32 lb up at 12-6-12, 43 lb down and 32 lb up at 14-6-12, 43 lb down and 32 lb up at 16-6-12, 25 lb down at 18-6-12, 25 lb down at 20-6-12, 25 lb down at 22-6-12, 25 lb down at 24-6-12, 25 lb down at 26-6-12, 25 lb down at 28-6-12, 43 lb down and 32 lb up at 30-6-12, 43 lb down and 32 lb up at 32-6-12, 43 lb down and 32 lb up at 34-6-12, 43 lb down and 32 lb up at 36-6-12, 43 lb down and 32 lb up at 38-6-12, 43 lb down and 32 lb up at 40-6-12, 43 lb down and 32 lb up at 42-6-12, 43 lb down and 32 lb up at 44-6-12, 43 lb down and 32 lb up at 46-1-4, 39 lb down and 29 lb up at 47-10-4, and 33 lb down at 49-10-4, and 117 lb down and 55 lb up at 51-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-10=-60, 10-11=-60, 11-12=-60, 13-21=-20 Concentrated Loads (lb) Vert: 10=-42(B) 16=-22(B) 8=-42(B) 14=-22(B) 22=-59(B) 23=-42(B) 24=-42(B) 25=-42(B) 26=-42(B) 27=-42(B) 28=-42(B) 29=-42(B) 30=-42(B) 31=-36(B) 32=-36(B) 33=-36(B) 34=-36(B) 35=-36(B) 36=-36(B) 37=-42(B) 38=-42(B) 39=-42(B) 40=-42(B) 41=-42(B) 42=-42(B) 43=-42(B) 44=-28(B) 45=-22(B) 46=-22(B) 48=-22(B) 49=-22(B) 51=-22(B) 52=-22(B) 53=-22(B) 54=-22(B) 56=-9(B) 57=-9(B) 58=-9(B) 59=-9(B) 60=-9(B) 61=-9(B) 62=-22(B) 64=-22(B) 65=-22(B) 67=-22(B) 68=-22(B) 69=-22(B) 70=-22(B) 71=-22(B) 72=-21(B) 73=-117(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss TG07 Truss Type Half Hip Girder Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559192 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-x0TPcGcjqQXHhsN8caBvVSjFchvh4n_2QmgeTqz9Een Scale = 1:14.9 1 2 3 4 7 6 5 84x6 3x4 3x4 3x8 3x4 3x6 2-0-02-0-0 4-0-02-0-0 -1-0-0 1-0-0 0-8-9 0-8-9 4-0-0 3-3-7 1-7-02-5-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.01 0.03 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: 23 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 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=70(LC 5) Max Uplift 5=-35(LC 5), 7=-19(LC 8) Max Grav 5=137(LC 1), 7=227(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 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) 48 lb down and 31 lb up at 2-0-12 on top chord, and 12 lb down and 11 lb up at 2-0-12 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). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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=1(B) June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559193 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-PD1opcdMbkf8J0yKAHi82fFRZ5FzpDCBfQQB?Hz9Eem Scale = 1:15.1 1 2 3 4 7 6 5 8 4x6 3x4 3x4 3x8 3x4 3x6 1-4-121-4-12 2-9-81-4-12 -1-0-0 1-0-0 0-8-9 0-8-9 2-9-8 2-0-15 1-7-02-5-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.01 0.03 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: 18 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 2-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=70(LC 5) Max Uplift 5=-37(LC 5), 7=-27(LC 8) Max Grav 5=84(LC 1), 7=184(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 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) 42 lb down and 33 lb up at 0-8-9 on top chord, and 14 lb down and 11 lb up at 0-10-4 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). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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: 8=0(F) June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss TG09 Truss Type Half Hip Girder Qty 1 Ply 2 15 Heritage at Spring Mill Job Reference (optional) I41559194 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-tPbA1ye_M2n?wAXWk?DNatodtVVdYd4Lu49lYjz9Eel Scale = 1:21.1 1 2 3 4 7 6 5 8 3x4 4x6 3x4 6x6 4x8 3x6 1-8-91-8-9 2-9-81-0-15 -1-0-0 1-0-0 1-8-9 1-8-9 2-9-8 1-0-15 1-7-03-7-014.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-1-12], [6:0-3-0,0-4-4] 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-P 0.06 0.43 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=102(LC 5) Max Grav 5=713(LC 2), 7=1774(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-320/0, 2-7=-460/0 WEBS 3-6=0/915, 3-5=-770/0 NOTES-(12-13) 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 0-3-0 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2255 lb down at 0-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss TG09 Truss Type Half Hip Girder Qty 1 Ply 2 15 Heritage at Spring Mill Job Reference (optional) I41559194 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:38 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-tPbA1ye_M2n?wAXWk?DNatodtVVdYd4Lu49lYjz9Eel 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: 8=-1970(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss TG10 Truss Type Piggyback Base Girder Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559195 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Lb9YEIec7LvsYK6jIikc74KcivptHvaU7kvI49z9Eek Scale = 1:97.8 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 8x8 5x10 MT18HS 4x6 6x6 6x10 6x6 3x4 4x6 4x6 4x8 4x8 3x6 4x6 4x6 4x8 4x8 4x8 5x8 8x8 4x6 4x6 4x6 4x6 6-6-06-6-0 12-8-86-2-8 24-0-1011-4-2 35-4-1311-4-2 46-1-1110-8-14 48-3-62-1-11 53-11-05-7-10 6-6-0 6-6-0 12-8-8 6-2-8 20-3-4 7-6-12 27-10-1 7-6-12 35-4-13 7-6-12 40-9-4 5-4-7 46-1-11 5-4-7 48-3-6 2-1-11 53-11-0 5-7-10 54-11-0 1-0-0 3-6-54-10-112-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [3:0-7-12,0-2-0], [5:0-3-0,Edge], [9:0-5-4,0-3-4], [12:0-3-10,0-1-0], [14:0-3-8,0-2-8], [15:0-3-8,0-2-0], [22:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.56 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.38 0.10 (loc) 15-17 15-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 376 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E *Except* 19-20: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-22,9-14,1-23: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 3-5-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-15 max.): 3-7, 9-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 6-18, 6-17, 8-17 REACTIONS. (size)23=0-3-8, 12=0-3-8 (req. 0-4-8) Max Horz 23=-238(LC 4) Max Grav 23=2198(LC 1), 12=2850(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2147/0, 2-3=-2370/0, 3-4=-1885/0, 4-6=-2571/0, 6-7=-2450/0, 7-8=-3025/0, 8-9=-4591/0, 9-10=-3120/0, 10-12=-3905/0, 1-23=-2131/0 BOT CHORD 21-22=-43/1710, 18-21=0/2427, 17-18=0/2632, 15-17=0/2940, 14-15=0/3748, 12-14=0/3052 WEBS 2-22=-726/13, 2-21=-99/382, 3-21=0/863, 4-21=-1086/105, 4-18=0/506, 6-18=-274/103, 6-17=-528/207, 7-17=0/1263, 8-17=-886/124, 8-15=0/1490, 9-15=-1293/30, 9-14=-1670/39, 10-14=0/2021, 1-22=0/1873 NOTES-(11-12) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 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) 693 lb down at 50-0-8, and 64 lb down and 57 lb up at 51-10-4 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). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) StandardContinued on page 2 June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss TG10 Truss Type Piggyback Base Girder Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559195 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:39 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Lb9YEIec7LvsYK6jIikc74KcivptHvaU7kvI49z9Eek LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-60, 7-9=-60, 9-10=-60, 10-13=-60, 12-23=-20 Concentrated Loads (lb) Vert: 24=-622(F) 25=-64(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss V01 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559196 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-pnjwSefEtf2jAUhvrQFrgItuoJEd0ajdLOerccz9Eej Scale = 1:17.6 1 2 3 4 5 8 7 6 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 9-5-129-5-12 1-1-6 1-1-6 9-5-12 8-4-6 0-0-41-3-1014.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [2:0-1-14,Edge], [5:Edge,0-2-8], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.21 0.05 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: 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, and 2-0-0 oc purlins (6-0-0 max.): 2-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-5-12. (lb) - Max Horz 1=30(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 6, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 8 except 7=357(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-268/72 NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-11 to 1-1-6, Exterior(2R) 1-1-6 to 5-5-12, Interior(1) 5-5-12 to 6-4-8, Exterior(2E) 6-4-8 to 9-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7, 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss V02 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559197 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-H_HIfzgsezAaneG5P7m4CVQ31iaCl12na2OP82z9Eei Scale = 1:15.6 1 2 3 4 5 7 6 3x4 3x4 3x4 3x4 3x4 2x4 2x4 8-4-08-4-0 1-1-6 1-1-6 7-10-11 6-9-5 8-4-0 0-5-6 0-0-41-3-100-9-61-3-1014.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [2:0-1-14,Edge], [4:0-1-14,Edge], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.32 0.25 0.04 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: 15 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, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-4-0, 6=8-4-0, 7=8-4-0 Max Horz 1=26(LC 7) Max Uplift 6=-6(LC 6), 7=-8(LC 7) Max Grav 1=136(LC 1), 6=165(LC 1), 7=339(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-11 to 1-1-6, Exterior(2R) 1-1-6 to 7-10-11, Exterior(2E) 7-10-11 to 8-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss V03 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559198 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-H_HIfzgsezAaneG5P7m4CVQ75ibal1Hna2OP82z9Eei Scale = 1:12.7 1 2 3 4 5 6 3x4 3x4 3x4 3x4 2x4 2x4 6-8-106-8-10 1-1-6 1-1-6 5-7-4 4-5-14 6-8-10 1-1-6 0-0-41-3-100-0-41-3-1014.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [2:0-1-14,Edge], [4:0-1-14,Edge], [5:0-1-2,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-SH 0.12 0.16 0.03 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: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-8-10, 5=6-8-10, 6=6-8-10 Max Horz 1=-20(LC 6) Max Uplift 1=-2(LC 10), 5=-2(LC 11) Max Grav 1=132(LC 1), 5=132(LC 1), 6=238(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-11 to 1-1-6, Exterior(2R) 1-1-6 to 5-7-4, Exterior(2E) 5-7-4 to 6-5-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss V04 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559199 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-lAqhsJhUPGIRPnqIzrIJljyHY6wiUUzwpi7yhUz9Eeh Scale = 1:9.2 1 2 3 4 3x4 3x4 3x4 3x4 4-5-34-5-3 1-1-6 1-1-6 3-3-13 2-2-7 4-5-3 1-1-6 0-0-41-3-100-0-41-3-1014.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [2:0-1-14,Edge], [3:0-1-14,Edge], [4:0-1-2,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 0.14 0.17 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: 8 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 4-5-3 oc purlins, except 2-0-0 oc purlins: 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.REACTIONS. (size)1=4-5-3, 4=4-5-3 Max Horz 1=-20(LC 6) Max Grav 1=159(LC 1), 4=159(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-11 to 1-1-6, Exterior(2R) 1-1-6 to 3-3-13, Exterior(2E) 3-3-13 to 4-2-7 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 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss V05 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559200 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-EMO34fi6AaQI1xPUXYpYHwVUEWIMDx841MtVDwz9Eeg Scale = 1:9.1 1 2 3 4 3x4 3x4 3x4 2x4 2-1-122-1-12 1-0-14 1-0-14 2-1-12 1-0-14 0-0-41-3-00-0-414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [3:0-1-2,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 0.02 0.01 0.01 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 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-1-12, 3=2-1-12, 4=2-1-12 Max Horz 1=18(LC 7) Max Uplift 1=-6(LC 11), 3=-4(LC 10) Max Grav 1=42(LC 1), 3=42(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss V06 Truss Type Valley Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559201 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-EMO34fi6AaQI1xPUXYpYHwVUFWIODxD41MtVDwz9Eeg Scale = 1:9.7 1 2 3 3x4 3x4 3x4 1-2-0 1-2-0 0-0-41-4-514.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [2:Edge,0-0-8], [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.01 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 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-1-12, 3=1-1-12 Max Horz 1=26(LC 7) Max Uplift 3=-12(LC 7) Max Grav 1=38(LC 18), 3=40(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss V07 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559202 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-iZyRH?ilxuY9e5_g4GKnq82eOwdiyOTDG0c3lNz9Eef Scale = 1:16.5 1 2 3 3x4 3x4 3x4 2-3-11 2-3-11 0-0-42-8-514.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [2:Edge,0-0-8], [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.07 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 2-3-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-3-11, 3=2-3-11 Max Horz 1=63(LC 7) Max Uplift 3=-28(LC 7) Max Grav 1=91(LC 18), 3=95(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss V08 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559203 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-iZyRH?ilxuY9e5_g4GKnq82bYwZlyKXDG0c3lNz9Eef Scale = 1:70.8 1 2 3 4 5 10 9 8 7 6 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 16-7-1316-7-13 7-4-8 7-4-8 16-7-13 9-3-5 2-2-1010-9-140-0-414.00 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-SH 0.30 0.32 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS.All bearings 16-7-13. (lb) - Max Horz 10=-213(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 10, 7 except 5=-137(LC 7), 9=-190(LC 10), 6=-234(LC 11) Max Grav All reactions 250 lb or less at joint(s) 10 except 5=318(LC 17), 7=512(LC 19), 9=472(LC 17), 6=596(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/288, 3-4=-306/303, 4-5=-293/279 WEBS 3-7=-373/257, 2-9=-310/234, 4-6=-388/276 NOTES-(8-9) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-3 to 3-4-7, Interior(1) 3-4-7 to 4-4-8, Exterior(2R) 4-4-8 to 10-4-8, Interior(1) 10-4-8 to 13-4-7, Exterior(2E) 13-4-7 to 16-4-7 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7 except (jt=lb) 5=137, 9=190, 6=234. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss V09 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559204 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-AlWpVLjNiBg?GFZtezr0NLaoKKyrhpMNVgMcHpz9Eee Scale = 1:58.2 1 2 3 4 5 9 8 7 6 3x8 4x6 3x4 2x4 2x4 2x4 2x4 2x4 15-6-215-6-2 7-4-8 7-4-8 15-6-2 8-1-10 0-10-109-5-140-0-414.00 12 Plate Offsets (X,Y)-- [1:0-1-7,0-1-4], [3:Edge,0-1-14], [9:0-0-0,0-1-4] 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-SH 0.17 0.14 0.15 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: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS.All bearings 15-6-2. (lb) - Max Horz 9=-176(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9, 5 except 8=-209(LC 10), 6=-200(LC 11) Max Grav All reactions 250 lb or less at joint(s) 9, 5 except 7=395(LC 19), 8=475(LC 17), 6=507(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-314/239, 4-6=-322/234 NOTES-(8-9) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-3 to 3-4-7, Interior(1) 3-4-7 to 4-4-8, Exterior(2R) 4-4-8 to 10-4-8, Interior(1) 10-4-8 to 12-2-5, Exterior(2E) 12-2-5 to 15-2-5 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 5 except (jt=lb) 8=209, 6=200. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss V10 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559205 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-ex4Bihk?TVosuP83CgMFvZ7zNjI_QGLWkK5AqFz9Eed Scale = 1:50.3 1 2 3 4 5 8 7 69103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 13-11-1313-11-13 6-11-15 6-11-15 13-11-13 6-11-15 0-0-48-1-140-0-414.00 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-SH 0.15 0.15 0.17 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: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-11-13. (lb) - Max Horz 1=-146(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-174(LC 10), 6=-173(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=326(LC 20), 8=430(LC 17), 6=430(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-289/212, 4-6=-289/211 NOTES-(8-9) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 3-3-13, Interior(1) 3-3-13 to 3-11-15, Exterior(2R) 3-11-15 to 9-11-15, Interior(1) 9-11-15 to 10-8-0, Exterior(2E) 10-8-0 to 13-8-0 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=174, 6=173. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss V11 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559206 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-68eaw1ldEpwjVZjFmOtUSmg5D7eL9jBfyzrjMiz9Eec Scale = 1:42.4 1 2 3 4 5 8 7 69103x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 11-8-611-8-6 5-10-3 5-10-3 11-8-6 5-10-3 0-0-46-9-140-0-414.00 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-SH 0.34 0.14 0.13 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: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-8-6. (lb) - Max Horz 1=122(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-166(LC 10), 6=-166(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=319(LC 17), 8=389(LC 17), 6=388(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-294/217, 4-6=-294/217 NOTES-(8-9) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Exterior(2R) 3-3-5 to 8-5-1, Exterior(2E) 8-5-1 to 11-5-1 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=166, 6=166. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss V12 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559207 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-aKCy7NlF?62a7iIRJ5Oj__CE6XxCuBppBdaGu8z9Eeb Scale = 1:35.3 1 2 3 43x4 4x6 3x4 2x4 9-4-159-4-15 4-8-8 4-8-8 9-4-15 4-8-8 0-0-45-5-140-0-414.00 12 Plate Offsets (X,Y)-- [2: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-SH 0.46 0.29 0.11 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: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-4-15, 3=9-4-15, 4=9-4-15 Max Horz 1=-97(LC 8) Max Uplift 1=-13(LC 11), 3=-4(LC 10) Max Grav 1=204(LC 1), 3=204(LC 1), 4=300(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-6 to 3-3-6, Exterior(2R) 3-3-6 to 6-1-9, Exterior(2E) 6-1-9 to 9-1-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss V13 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559208 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-aKCy7NlF?62a7iIRJ5Oj__CGLXzyuCjpBdaGu8z9Eeb Scale = 1:28.7 1 2 3 43x4 3x4 3x4 2x4 7-1-87-1-8 3-6-12 3-6-12 7-1-8 3-6-12 0-0-44-1-140-0-414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [3:0-1-2,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 0.38 0.18 0.05 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: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-1-8, 3=7-1-8, 4=7-1-8 Max Horz 1=-73(LC 6) Max Uplift 1=-22(LC 11), 3=-15(LC 10) Max Grav 1=166(LC 1), 3=166(LC 1), 4=206(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-11 to 3-2-11, Exterior(2R) 3-2-11 to 3-10-13, Exterior(2E) 3-10-13 to 6-10-13 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss V14 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559209 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-2WlKKimtmQARlstetpwyXBlUexKldfRyQHKqQaz9Eea Scale = 1:16.9 1 2 3 4 3x4 3x4 3x4 2x4 4-10-24-10-2 2-5-1 2-5-1 4-10-2 2-5-1 0-0-42-9-140-0-414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [3:0-1-2,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 0.15 0.08 0.02 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: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-10-2, 3=4-10-2, 4=4-10-2 Max Horz 1=48(LC 7) Max Uplift 1=-14(LC 11), 3=-10(LC 10) Max Grav 1=109(LC 1), 3=109(LC 1), 4=136(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss V15 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559210 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-WjJiY2nVXkIIM0SqRWRB4PIgILgwM6y6ex3Nz0z9EeZ Scale = 1:10.3 1 2 3 3x4 3x4 3x4 2-6-112-6-11 1-3-5 1-3-5 2-6-11 1-3-5 0-0-41-5-140-0-414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [2:0-0-0,0-0-0], [3:0-1-2,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 0.03 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: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-6-11, 3=2-6-11 Max Horz 1=-23(LC 6) Max Grav 1=84(LC 1), 3=84(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss V16 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559211 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-WjJiY2nVXkIIM0SqRWRB4PIbVLf?M4J6ex3Nz0z9EeZ Scale = 1:57.0 1 2 3 45 9 8 7 63x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 12-2-1412-2-14 7-4-14 7-4-14 12-2-14 4-10-0 0-0-48-7-113-0-014.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.14 0.17 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: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.All bearings 12-2-14. (lb) - Max Horz 1=178(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 8 except 1=-115(LC 6), 6=-151(LC 18), 9=-182(LC 10), 7=-202(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=484(LC 17), 9=463(LC 17), 7=496(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-275/102, 2-9=-304/219, 4-7=-315/245 NOTES-(8-9) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 3-4-13, Interior(1) 3-4-13 to 4-4-14, Exterior(2R) 4-4-14 to 9-1-11, Exterior(2E) 9-1-11 to 12-1-11 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 1=115, 6=151, 9=182, 7=202. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss V17 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559212 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-?vt4lOo8I1Q9_A00?EyQccqmOk?E5TfFtbpxVTz9EeY Scale = 1:55.2 1 2 3 4 5 9 8 7 610113x4 3x4 3x4 2x4 4x6 2x4 2x4 2x4 2x4 11-11-1511-11-15 7-1-15 7-1-15 11-11-15 4-10-0 0-0-48-4-42-8-914.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-0], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.14 0.42 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: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-11-15. (lb) - Max Horz 1=171(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 8 except 1=-115(LC 6), 6=-163(LC 18), 9=-180(LC 10), 7=-209(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=482(LC 17), 9=444(LC 17), 7=497(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-273/91, 2-9=-300/218, 4-7=-329/250 NOTES-(8-9) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 3-1-13, Interior(1) 3-1-13 to 4-1-15, Exterior(2R) 4-1-15 to 8-10-11, Exterior(2E) 8-10-11 to 11-10-11 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 1=115, 6=163, 9=180, 7=209. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss V18 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559213 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-T5RSzkpm3LY0cKbDYxTf9qNxm8LZqzTP6FYU1vz9EeX Scale = 1:45.2 1 2 3 4 5 9 8 7 610113x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 10-10-310-10-3 6-0-3 6-0-3 10-10-3 4-10-0 0-0-47-0-41-4-914.00 12 Plate Offsets (X,Y)-- [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.13 0.25 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: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-10-3. (lb) - Max Horz 1=136(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 1=-107(LC 8), 6=-181(LC 18), 9=-166(LC 10), 7=-250(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=439(LC 17), 9=392(LC 17), 7=485(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-293/214, 4-7=-353/271 NOTES-(8-9) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Exterior(2R) 3-3-5 to 7-8-15, Exterior(2E) 7-8-15 to 10-8-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 1, 181 lb uplift at joint 6, 166 lb uplift at joint 9 and 250 lb uplift at joint 7. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss V19 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559214 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-xI?rA4pOqfgtEUAP6f_uh1w4FYf1ZSrYLvI1aLz9EeW Scale = 1:38.6 1 2 3 43x4 4x6 3x4 2x4 9-8-89-8-8 4-10-8 4-10-8 9-8-8 4-10-0 0-0-45-8-40-0-414.00 12 Plate Offsets (X,Y)-- [2: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-SH 0.50 0.31 0.12 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: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-8-12, 3=9-8-12, 4=9-8-12 Max Horz 1=-100(LC 6) Max Uplift 1=-13(LC 11), 3=-4(LC 10) Max Grav 1=212(LC 1), 3=212(LC 1), 4=312(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-6 to 3-3-6, Exterior(2R) 3-3-6 to 6-5-9, Exterior(2E) 6-5-9 to 9-5-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1 and 4 lb uplift at joint 3. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss V20 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559215 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-xI?rA4pOqfgtEUAP6f_uh1w5QYgrZTsYLvI1aLz9EeW Scale = 1:29.9 1 2 3 43x4 3x4 3x4 2x4 7-5-87-5-8 3-8-12 3-8-12 7-5-8 3-8-12 0-0-44-4-40-0-414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [3:0-1-2,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 0.42 0.20 0.05 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: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-5-8, 3=7-5-8, 4=7-5-8 Max Horz 1=-76(LC 6) Max Uplift 1=-23(LC 11), 3=-16(LC 10) Max Grav 1=174(LC 1), 3=174(LC 1), 4=217(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-11 to 3-2-11, Exterior(2R) 3-2-11 to 4-2-13, Exterior(2E) 4-2-13 to 7-2-13 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 1 and 16 lb uplift at joint 3. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss V21 Truss Type GABLE Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559216 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-PUZDOQq0ayokrdlbgMV7EFSKzy1kIwdhZZ1b6oz9EeV Scale = 1:21.6 1 2 3 43x4 3x4 3x4 2x4 5-2-25-2-2 2-7-1 2-7-1 5-2-2 2-7-1 0-0-43-0-40-0-414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [3:0-1-2,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 0.18 0.09 0.02 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 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-2 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-2-2, 3=5-2-2, 4=5-2-2 Max Horz 1=-52(LC 6) Max Uplift 1=-15(LC 11), 3=-10(LC 10) Max Grav 1=117(LC 1), 3=117(LC 1), 4=146(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 1 and 10 lb uplift at joint 3. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_HERITAGE_AT_SPRIN~L Truss V22 Truss Type Valley Qty 1 Ply 1 15 Heritage at Spring Mill Job Reference (optional) I41559217 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jun 5 19:22:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-tg7bbmreLGwbTnKoE30MmS?XrMO_1M4roDn8eEz9EeU Scale = 1:11.3 1 2 3 4 3x4 3x4 3x4 2x4 0-0-30-0-3 2-10-112-10-7 1-5-5 1-5-5 2-10-11 1-5-5 0-0-41-8-40-0-414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [3:0-1-2,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 0.04 0.02 0.01 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 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-10-4, 3=2-10-4, 4=2-10-4 Max Horz 1=27(LC 7) Max Uplift 1=-8(LC 11), 3=-5(LC 10) Max Grav 1=61(LC 1), 3=61(LC 1), 4=75(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 1 and 5 lb uplift at joint 3. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 8,2020 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 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths