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HomeMy WebLinkAboutGN010.3 Engr stamp16023 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). July 13,2021 Liu, Xuegang Pages or sheets covered by this seal: I46965799 thru I46965833 My license renewal date for the state of Indiana is July 31, 2022. j21104026 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE 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. 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965799 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-j9mIMWu0P6Yp_VPdEaLY8ncnZV5emZ4QbbKkgJyymUO Scale = 1:44.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-7-0 15-7-0 -0-10-8 0-10-8 7-9-8 7-9-8 15-7-0 7-9-8 16-5-8 0-10-8 1-2-107-0-121-2-109.00 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 0.11 0.05 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 196 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 15-7-0. (lb) - Max Horz 20=-146(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 4-9-8, Corner(3R) 4-9-8 to 10-9-8, Exterior(2N) 10-9-8 to 13-5-8, Corner(3E) 13-5-8 to 16-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 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) 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss GE02 Truss Type Piggyback Base Structural Gable COMMON l l Gable l Gable Qty 1 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965800 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-8kSR_Ywvi1wOrz8CviuFmQEAlj1tzt5sIZZOHeyymUL Scale = 1:87.1 Sheet Back Right Option 19-1-6 1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 10 23 22 21 20 19 18 17 16 15 14 13 12 11 48 49 50 51 3x6 5x10 MT18HS 4x8 4x8 3x4 3x6 3x6 3x4 3x4 3x8 3x6 3x4 6x8 3x4 6x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 19-1-6 9-1-5 7-3-8 7-3-8 14-4-8 7-1-0 14-6-10 0-2-2 15-3-8 0-8-14 19-3-8 4-0-0 26-4-8 7-1-0 33-8-0 7-3-8 -0-10-8 0-10-8 6-10-11 6-10-11 7-3-8 0-4-13 14-4-8 7-1-0 19-3-8 4-11-0 26-4-8 7-1-0 33-8-0 7-3-8 34-6-8 0-10-8 1-2-1012-0-01-2-1012-0-09.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-7-12,0-1-12], [6:0-4-4,0-1-8], [7:0-4-0,0-2-4], [9:0-3-8,Edge], [37:0-1-10,0-0-0], [39:0-1-10,0-0-0], [41:0-1-10,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.62 0.40 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 0.01 (loc) 20-22 20-22 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 625 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-20,5-17,6-17: 2x4 SPF No.2, 2-23,9-11: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-20, 5-17, 6-17, 8-17 REACTIONS. All bearings 18-4-8 except (jt=length) 23=0-3-8. (lb) - Max Horz 23=-238(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 23, 17, 11, 18, 19 except 13=-150(LC 3) Max Grav All reactions 250 lb or less at joint(s) 18, 19, 19, 16, 14 except 23=722(LC 23), 17=1132(LC 1), 12=457(LC 24), 11=375(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-719/23, 3-5=-289/115, 2-23=-657/41, 9-11=-308/64 BOT CHORD 22-23=-213/392, 20-22=-77/549 WEBS 3-22=0/287, 3-20=-510/155, 5-20=0/377, 5-17=-576/34, 6-17=-407/26, 8-12=-262/88, 2-22=0/256 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-5-14, Interior(1) 2-5-14 to 9-7-6, Exterior(2R) 9-7-6 to 24-0-10, Interior(1) 24-0-10 to 31-2-2, Exterior(2E) 31-2-2 to 34-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 17, 11, 18, 19 except (jt=lb) 13=150. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss GE03 Truss Type Roof Special Supported Gable Qty 2 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965801 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-cw0pBtxXTL2FS6jPTPPUJdmOC6P9iOu0WDIxp4yymUK Scale = 1:55.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x4 3x6 3x6 3x6 4x62x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-7-0 13-7-0 -0-10-8 0-10-8 6-7-2 6-7-2 13-7-0 6-11-14 1-0-94-10-1210-1-107.00 12 9.00 12 Plate Offsets (X,Y)-- [10:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.45 0.21 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 213 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 9-10: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 8-11 REACTIONS. All bearings 13-7-0. (lb) - Max Horz 16=278(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 11, 12, 13 except 15=-139(LC 10) Max Grav All reactions 250 lb or less at joint(s) 10, 11, 12, 13, 14 except 16=252(LC 18), 15=312(LC 17) 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 10-5-4, Corner(3E) 10-5-4 to 13-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 11, 12, 13 except (jt=lb) 15=139. 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) 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss GE04 Truss Type Monopitch Supported Gable Qty 1 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965802 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-47ZBPDx9DeA64GIb17xjrrJWnWkQRqC9lt2VLWyymUJ Scale: 3/16"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 3x4 3x6 3x6 4x6 4x62x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-7-8 13-7-8 -0-10-8 0-10-8 13-7-8 13-7-8 1-2-1011-5-49.00 12 Plate Offsets (X,Y)-- [10:0-4-0,Edge], [11:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.59 0.27 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2 11 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 249 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 10-11: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 9-12 REACTIONS. All bearings 13-7-8. (lb) - Max Horz 18=316(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 13, 14, 15, 16 except 18=-163(LC 8), 17=-240(LC 10) Max Grav All reactions 250 lb or less at joint(s) 11, 12, 13, 14, 15, 16, 17 except 18=365(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-263/114, 2-3=-339/215 NOTES- (9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 10-5-12, Corner(3E) 10-5-12 to 13-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 12, 13, 14, 15, 16 except (jt=lb) 18=163, 17=240. 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) 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965803 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-0VhxqvzPlGQqKaRz8YzBxGOywKTUvlrSCBXcQPyymUH Scale = 1:69.6 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 31 32 2x4 2x4 4x6 3x6 3x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 25-5-0 25-5-0 11-8-5 11-8-5 25-5-0 13-8-11 2-3-1411-1-20-9-109.00 12 Plate Offsets (X,Y)-- [11:0-2-0,Edge], [24:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.11 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 450 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 *Except* 7-23: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-23, 6-25, 8-22 REACTIONS. All bearings 25-5-0. (lb) - Max Horz 30=-217(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 30, 23, 25, 26, 27, 28, 29, 22, 21, 20, 19, 18 except 16=-172(LC 7), 17=-107(LC 11) Max Grav All reactions 250 lb or less at joint(s) 30, 16, 25, 26, 27, 28, 29, 22, 21, 20, 19, 18, 17 except 23=299(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-163/259, 6-7=-188/302, 7-8=-188/302, 8-9=-163/259 WEBS 7-23=-310/148 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-4 to 3-1-4, Exterior(2N) 3-1-4 to 8-8-5, Corner(3R) 8-8-5 to 14-8-5, Exterior(2N) 14-8-5 to 22-3-12, Corner(3E) 22-3-12 to 25-3-12 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 23, 25, 26, 27, 28, 29, 22, 21, 20, 19, 18 except (jt=lb) 16=172, 17=107. 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) 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss GE06 Truss Type GABLE Qty 1 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965804 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-yupiEb?gHtgXZubMGz?f0hUAY7?VNS2lgV0iUHyymUF Scale = 1:88.0 Sheet Back Left Option 18-7-15 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 26 31 32 33 343x6 5x8 5x6 3x6 4x8 3x8 MT18HS3x4 4x6 3x6 4x8 4x6 5x10 MT18HS3x6 2x4 2x4 2x4 2x42x4 3x4 6x16 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-8-14 9-8-14 16-8-11 6-11-13 18-7-15 1-11-5 24-8-11 6-0-11 36-5-0 11-8-5 -0-10-8 0-10-8 6-9-2 6-9-2 12-8-9 5-11-6 16-8-11 4-0-2 18-7-15 1-11-5 24-8-11 6-0-11 30-5-9 5-8-15 36-5-0 5-11-7 0-3-156-6-911-1-22-3-144.00 12 9.00 12 Plate Offsets (X,Y)-- [5:0-8-0,0-2-2], [10:Edge,0-1-8], [13:0-2-8,0-1-8], [17:0-1-14,0-0-8], [26:0-0-2,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.67 0.71 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.75 0.11 (loc) 10-11 10-11 10 l/defl >999 >582 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 290 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-15: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-11,7-11,9-10: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-11, 8-11, 8-10 JOINTS 1 Brace at Jt(s): 26 REACTIONS. (size) 2=0-3-8, 10=0-3-8 Max Horz 2=243(LC 9) Max Uplift 2=-54(LC 10) Max Grav 2=1504(LC 1), 10=1450(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3770/264, 3-5=-3397/213, 5-6=-2313/227, 6-7=-1467/229, 7-8=-1471/237, 8-9=-288/116, 9-10=-278/115 BOT CHORD 2-16=-220/3547, 14-16=-134/2834, 13-14=-134/2834, 11-13=-50/2128, 10-11=-24/1093 WEBS 3-16=-470/136, 5-16=0/622, 5-26=-857/126, 13-26=-870/118, 6-13=-4/620, 6-11=-1491/188, 7-11=-130/1274, 8-10=-1431/97 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-9-3, Interior(1) 2-9-3 to 21-0-15, Exterior(2R) 21-0-15 to 28-4-6, Interior(1) 28-4-6 to 32-7-9, Exterior(2E) 32-7-9 to 36-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are MT20 plates unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss GE07 Truss Type GABLE Qty 1 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965805 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-Q4N4Sx?I2BpOB1AYqgWuYu0KWXLz6v?uv9lG1kyymUE Scale = 1:74.5 Sheet Front Left Option 18-7-15 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 30 31 32 33 3x6 5x8 4x6 3x4 3x12 3x8 MT18HS3x4 4x6 3x6 4x8 3x4 5x83x6 2x4 2x4 2x4 2x4 2x4 2x42x4 3x4 6x16 2x4 2x4 2x4 2x4 2x4 9-8-14 9-8-14 18-7-15 8-11-2 24-8-11 6-0-11 34-3-0 9-6-5 -0-10-8 0-10-8 6-9-2 6-9-2 12-8-9 5-11-6 18-7-15 5-11-6 24-8-11 6-0-11 29-4-9 4-7-15 34-3-0 4-10-7 0-3-156-6-911-1-23-11-64.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-7-2,0-1-8], [5:0-8-0,0-2-2], [13:0-2-8,0-1-8], [18:0-1-14,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.71 0.70 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.48 0.10 (loc) 10-11 10-11 10 l/defl >999 >856 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 282 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-11: 2x4 SPF No.2, 9-10: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-13, 6-11, 8-10 REACTIONS. (size) 2=0-3-8, 10=0-3-8 Max Horz 2=259(LC 9) Max Uplift 2=-54(LC 10), 10=-1(LC 10) Max Grav 2=1417(LC 1), 10=1363(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3504/243, 3-5=-3129/192, 5-6=-2045/205, 6-7=-1213/216, 7-8=-1188/232 BOT CHORD 2-15=-224/3294, 13-15=-138/2576, 11-13=-52/1874, 10-11=0/757 WEBS 3-15=-471/136, 5-15=0/631, 5-13=-856/127, 6-13=0/634, 6-11=-1421/173, 7-11=-131/994, 8-11=-20/308, 8-10=-1318/59 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-6-10, Interior(1) 2-6-10 to 21-3-9, Exterior(2R) 21-3-9 to 28-1-12, Interior(1) 28-1-12 to 30-8-2, Exterior(2E) 30-8-2 to 34-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are MT20 plates unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss GE08 Truss Type Common Supported Gable Qty 1 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965806 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-NTVqtd1Yao36QLKxx5ZMeJ6pZLA?a05BMTEM5cyymUC Scale = 1:71.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 56 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 29 30 3x8 3x6 4x6 2x4 2x43x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 23-3-0 23-3-0 13-8-11 13-8-11 23-3-0 9-6-5 0-9-1011-1-23-11-69.00 12 Plate Offsets (X,Y)-- [5:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.17 0.08 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 429 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 *Except* 9-20: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-20, 8-21, 10-19 REACTIONS. All bearings 23-3-0. (lb) - Max Horz 28=233(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 15, 20, 21, 23, 24, 25, 26, 19, 18, 17, 16 except 28=-174(LC 6), 27=-116(LC 10) Max Grav All reactions 250 lb or less at joint(s) 28, 15, 20, 21, 23, 24, 25, 26, 27, 19, 18, 17, 16 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-269/242, 8-9=-183/292, 9-10=-183/292 WEBS 9-20=-298/134 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-4 to 3-1-4, Exterior(2N) 3-1-4 to 10-8-11, Corner(3R) 10-8-11 to 16-8-11, Exterior(2N) 16-8-11 to 20-1-12, Corner(3E) 20-1-12 to 23-1-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 20, 21, 23, 24, 25, 26, 19, 18, 17, 16 except (jt=lb) 28=174, 27=116. 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) 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss GE09 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965807 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-JrcbII2o6PJqffUK3WbqjkB8V8sD2wyUpnjTAVyymUA Scale = 1:89.6 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 67 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 3x4 3x4 3x6 5x6 3x6 2x4 2x43x62x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 38-11-0 38-11-0 -0-10-8 0-10-8 14-4-8 14-4-8 24-6-8 10-2-0 38-11-0 14-4-8 1-2-1012-0-01-2-1012-0-09.00 12 Plate Offsets (X,Y)-- [10:0-4-8,0-2-4], [16:0-4-0,0-2-0], [20:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.20 0.10 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.01 (loc) 1 1 25 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 866 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 24-25: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 16-33,15-34,14-35,13-36,12-37,11-38,9-40: 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.): 10-16. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 16-33, 15-34, 14-35, 13-36, 12-37, 11-38, 9-40, 8-41, 17-32, 18-30 REACTIONS. All bearings 38-11-0. (lb) - Max Horz 46=232(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 25, 34, 35, 36, 37, 40, 41, 42, 43, 44, 32, 30, 29, 28, 27 except 46=-114(LC 6), 45=-125(LC 10), 26=-103(LC 11) Max Grav All reactions 250 lb or less at joint(s) 46, 25, 33, 34, 35, 36, 37, 38, 40, 41, 42, 43, 44, 32, 30, 29, 28, 27, 26 except 45=254(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-177/277, 9-10=-202/319, 10-11=-167/273, 11-12=-167/273, 12-13=-167/273, 13-14=-167/273, 14-15=-167/273, 15-16=-167/273, 16-17=-203/321, 17-18=-174/273 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 3-0-3, Exterior(2N) 3-0-3 to 10-5-13, Corner(3R) 10-5-13 to 18-6-8, Exterior(2N) 18-6-8 to 20-6-8, Corner(3R) 20-6-8 to 28-6-8, Exterior(2N) 28-6-8 to 34-11-1, Corner(3E) 34-11-1 to 38-9-12 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 34, 35, 36, 37, 40, 41, 42, 43, 44, 32, 30, 29, 28, 27 except (jt=lb) 46=114, 45=125, 26=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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss J01 Truss Type Monopitch Qty 1 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965808 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-n2AzVe3QtjRhHp3WcD63FyjE2Y8hnKKd2RT1ixyymU9 Scale: 3/16"=1' 1 2 3 4 5 8 7 6 9 103x6 5x8 3x4 3x4 4x6 3x4 6x8 4x6 6-11-12 6-11-12 13-11-8 6-11-12 -0-10-8 0-10-8 6-11-12 6-11-12 13-11-8 6-11-12 1-2-1011-8-49-1-1211-8-49.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.54 0.34 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.10 -0.25 (loc) 6 7-8 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF No.2, 2-8: 2x4 SPF-S Stud OTHERS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-6 REACTIONS. (size) 8=0-3-8, 10=0-3-8 Max Horz 8=291(LC 7) Max Uplift 10=-112(LC 10) Max Grav 8=610(LC 1), 10=544(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-563/15, 6-9=-56/409, 5-9=-56/409, 2-8=-543/52 BOT CHORD 7-8=-268/331, 6-7=-90/407 WEBS 3-7=0/274, 3-6=-490/143, 5-10=-560/128 NOTES- (7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 13-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=112. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss J02 Truss Type Jack-Closed Qty 5 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965809 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-FEkLi_43e0ZYvydiAxdIo9GQFyUTWmRnH5CaENyymU8 Scale: 3/16"=1' 1 2 3 4 5 8 7 6 9 10 3x6 8x8 3x6 4x6 3x4 5x8 3x4 6-10-0 6-10-0 13-8-0 6-10-0 6-10-0 6-10-0 13-8-0 6-10-0 15-9-8 2-1-8 1-2-1013-0-1211-5-109.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-8], [4:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.51 0.37 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-6, 2-6 REACTIONS. (size) 8=Mechanical, 6=Mechanical Max Horz 8=352(LC 7) Max Uplift 6=-165(LC 10) Max Grav 8=530(LC 18), 6=722(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-473/0, 1-2=-587/8, 4-6=-334/167 BOT CHORD 7-8=-328/311, 6-7=-88/394 WEBS 1-7=-40/275, 2-7=0/287, 2-6=-486/142 NOTES- (7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 3-1-4, Interior(1) 3-1-4 to 11-6-9, Exterior(2R) 11-6-9 to 15-9-8 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=165. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss M01 Truss Type MONO TRUSS Qty 7 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965810 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-jQIjwK5hPKhPW6Cuke8XKNphCMu_FIDwWly7mqyymU7 Scale = 1:14.9 1 2 3 5 4 2x4 2x4 2x4 2x4 2-3-8 2-3-8 -0-10-8 0-10-8 2-3-8 2-3-8 1-0-92-4-102-1-20-3-82-4-107.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.11 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 2-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=62(LC 7) Max Uplift 5=-9(LC 10), 4=-22(LC 7) Max Grav 5=157(LC 1), 4=78(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; 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss M02 Truss Type Monopitch Qty 7 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965811 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-Bds67g5JAepG8Gn5IMfmtaLlHm9O_g44kPhhJGyymU6 Scale: 3/16"=1' 1 2 3 4 5 8 7 6 9 103x6 5x8 3x4 3x4 4x6 3x4 6x8 4x6 6-11-12 6-11-12 13-11-8 6-11-12 -0-10-8 0-10-8 6-11-12 6-11-12 13-11-8 6-11-12 1-2-1011-8-49-1-1211-8-49.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.54 0.34 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.10 -0.25 (loc) 6 7-8 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF No.2, 2-8: 2x4 SPF-S Stud OTHERS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-6 REACTIONS. (size) 8=0-3-8, 10=0-3-8 Max Horz 8=291(LC 7) Max Uplift 10=-112(LC 10) Max Grav 8=610(LC 1), 10=544(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-563/15, 6-9=-56/409, 5-9=-56/409, 2-8=-543/52 BOT CHORD 7-8=-268/331, 6-7=-90/407 WEBS 3-7=0/274, 3-6=-490/143, 5-10=-560/128 NOTES- (7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 13-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=112. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss PB01 Truss Type Piggyback Qty 1 Ply 2 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965812 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-Bds67g5JAepG8Gn5IMfmtaLtLmDh_lT4kPhhJGyymU6 Scale = 1:11.3 1 2 3 4 5 3x4 2x4 2x4 4-11-0 4-11-0 2-5-8 2-5-8 4-11-0 2-5-8 0-4-101-8-100-1-80-4-100-1-89.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 22 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 4-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=3-6-11, 4=3-6-11 Max Horz 2=-30(LC 8) Max Uplift 2=-5(LC 10), 4=-5(LC 11) Max Grav 2=166(LC 1), 4=166(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10-11) 1) 2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails 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; 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 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss PB02 Truss Type Piggyback Qty 1 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965813 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-gpQUL06xwxx7mQMHr3B?Qou2n9aVjCWDz3REriyymU5 Scale = 1:11.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 4x6 2x4 2x42x4 4-11-0 4-11-0 2-5-8 2-5-8 4-11-0 2-5-8 0-4-101-8-100-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.03 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 19 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 4-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=3-6-11, 4=3-6-11, 6=3-6-11 Max Horz 2=-30(LC 8) Max Uplift 2=-14(LC 10), 4=-17(LC 11) Max Grav 2=108(LC 1), 4=108(LC 1), 6=116(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; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss PB03 Truss Type Piggyback Qty 1 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965814 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-8?zsYM7ZhF3zNaxTPmiEy?RDXZu8SfyNCiAoN9yymU4 Scale = 1:11.3 1 2 3 4 5 3x4 2x4 2x4 4-11-0 4-11-0 2-5-8 2-5-8 4-11-0 2-5-8 0-4-101-8-100-1-80-4-100-1-89.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 180 120 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=3-6-11, 4=3-6-11 Max Horz 2=-30(LC 8) Max Uplift 2=-5(LC 10), 4=-5(LC 11) Max Grav 2=166(LC 1), 4=166(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; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss PB04 Truss Type Piggyback Qty 11 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965815 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-cCXEmh8BSZBq?kWgzUDTVDzKzzEpB6KWQMwLwbyymU3 Scale: 1/2"=1' 1 2 3 4 5 6 7 8 4x6 2x4 2x42x4 10-2-0 10-2-0 5-1-0 5-1-0 10-2-0 5-1-0 0-4-103-8-40-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.17 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.02 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 27 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=8-9-11, 4=8-9-11, 6=8-9-11 Max Horz 2=-66(LC 8) Max Uplift 2=-25(LC 10), 4=-33(LC 11) Max Grav 2=228(LC 1), 4=228(LC 1), 6=295(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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 3-3-7, Exterior(2R) 3-3-7 to 6-10-9, Exterior(2E) 6-10-9 to 9-10-9 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965816 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-4O5cz19pDsJhdu5sXBki1QWYpNc0wZ0ff0fuS1yymU2 Scale: 1/2"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 2 3 4 5 6 10 9 8 1 7 4x6 2x4 2x42x4 2x4 2x4 2x4 2x4 10-2-0 10-2-0 5-1-0 5-1-0 10-2-0 5-1-0 -0-0-43-9-83-9-120-1-00-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.04 0.03 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: 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 10-2-0. (lb) - Max Horz 1=66(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9, 10, 8 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 3-1-0, Exterior(2R) 3-1-0 to 7-1-0, Exterior(2E) 7-1-0 to 9-10-9 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 10, 8. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss T01 Truss Type Piggyback Base Qty 1 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965817 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-0nDNOjA4lUZPsBFFecmA7rbjKAAQOOMy7K8?WwyymU0 Scale = 1:72.2 1 2 3 4 5 6 7 8 910 18 17 16 15 14 13 12 11 19 20 21 22 3x6 5x8 5x10 MT18HS 3x6 4x6 3x6 3x6 3x6 3x4 3x8 3x6 3x6 6x8 4x6 6x8 3x6 7-3-8 7-3-8 14-4-8 7-1-0 19-3-8 4-11-0 26-4-8 7-1-0 33-8-0 7-3-8 -0-10-8 0-10-8 7-3-8 7-3-8 14-4-8 7-1-0 19-3-8 4-11-0 26-4-8 7-1-0 33-8-0 7-3-8 34-6-8 0-10-8 1-2-1012-0-01-2-1012-0-09.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-6-0,0-2-0], [6:0-7-12,0-1-12], [9:0-3-8,Edge], [11:Edge,0-3-8], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8] 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-AS 0.76 0.49 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.18 0.04 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 166 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-14,6-14: 2x4 SPF No.2, 2-18,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-10-4 max.): 5-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-15, 5-14, 8-14 REACTIONS. (size) 18=0-3-8, 11=0-3-8 Max Horz 18=-238(LC 8) Max Grav 18=1396(LC 1), 11=1396(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1663/26, 3-5=-1318/115, 5-6=-946/137, 6-8=-1319/115, 8-9=-1662/26, 2-18=-1325/38, 9-11=-1325/38 BOT CHORD 17-18=-208/429, 15-17=-27/1231, 14-15=0/945, 12-14=0/1231, 11-12=-55/270 WEBS 3-15=-429/154, 5-15=-34/418, 6-14=-18/419, 8-14=-427/154, 2-17=0/971, 9-12=0/970 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-5-14, Interior(1) 2-5-14 to 9-7-6, Exterior(2R) 9-7-6 to 24-0-10, Interior(1) 24-0-10 to 31-2-2, Exterior(2E) 31-2-2 to 34-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss T02 Truss Type Roof Special Qty 3 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965818 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-Uznlb3BiWniGULqRCKIPf38wDaYU7kD6L_uZ3MyymU? Scale = 1:54.9 1 2 3 4 7 6 5 5x12 3x8 3x4 3x4 6x6 6x8 6-7-2 6-7-2 13-3-8 6-8-6 -0-10-8 0-10-8 6-7-2 6-7-2 13-3-8 6-8-6 1-0-94-10-129-11-07.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.62 0.37 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-5 REACTIONS. (size) 7=0-3-8, 5=Mechanical Max Horz 7=273(LC 7) Max Uplift 5=-81(LC 10) Max Grav 7=585(LC 1), 5=550(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-597/56, 2-7=-527/90 BOT CHORD 6-7=-241/354, 5-6=-55/460 WEBS 3-6=0/279, 3-5=-522/121, 2-6=-13/262 NOTES- (7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 10-2-4, Exterior(2E) 10-2-4 to 13-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss T03 Truss Type Roof Special Qty 3 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965819 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-y9L7pPCKH5q75VOdm1peCGh5z_ujsBTFaed6boyymU_ Scale = 1:54.9 1 2 3 4 7 6 5 5x12 3x8 3x4 3x4 6x6 6x8 6-7-2 6-7-2 13-3-8 6-8-6 -0-10-8 0-10-8 6-7-2 6-7-2 13-3-8 6-8-6 1-0-94-10-129-11-07.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.62 0.37 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-5 REACTIONS. (size) 7=0-3-8, 5=Mechanical Max Horz 7=273(LC 7) Max Uplift 5=-81(LC 10) Max Grav 7=585(LC 1), 5=550(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-597/56, 2-7=-527/90 BOT CHORD 6-7=-241/354, 5-6=-55/460 WEBS 3-6=0/279, 3-5=-522/121, 2-6=-13/262 NOTES- (7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 10-2-4, Exterior(2E) 10-2-4 to 13-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss T04 Truss Type Common Qty 3 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965820 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-RLvV0lCy2Py_jfzpJlKtkUDGkO64bhcPpINf6FyymTz Scale: 3/16"=1' 1 2 3 4 5 67 10 9 8 15 16 3x6 4x6 3x6 5x12 3x6 3x6 2x4 5x10 MT18HS 4x8 3x4 11-8-5 11-8-5 18-5-7 6-9-1 25-5-0 6-11-9 5-11-7 5-11-7 11-8-5 5-8-15 18-5-7 6-9-1 25-5-0 6-11-9 2-3-1411-1-20-9-109.00 12 Plate Offsets (X,Y)-- [9:0-5-0,0-3-4], [10:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.62 0.88 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.82 0.03 (loc) 9-10 9-10 7 l/defl >746 >371 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 106 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-9,1-10: 2x4 SPF No.2 SLIDER Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-9, 5-9, 2-10 REACTIONS. (size) 10=0-3-8, 7=0-3-8 Max Horz 10=-214(LC 8) Max Grav 10=1011(LC 1), 7=1011(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-280/66, 2-3=-884/112, 3-5=-904/108, 5-7=-1275/47, 1-10=-272/51 BOT CHORD 9-10=-47/734, 8-9=0/940, 7-8=0/940 WEBS 3-9=-24/600, 5-9=-448/165, 2-10=-856/36 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; 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 8-8-5, Exterior(2R) 8-8-5 to 14-8-5, Interior(1) 14-8-5 to 22-5-0, Exterior(2E) 22-5-0 to 25-5-0 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss T05 Truss Type Roof Special Qty 4 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965821 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-vYStE5Dapi4rLpY0tSr6HhmQooUXK2lY1y6DehyymTy Scale = 1:74.9 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 19 20 21 223x6 5x8 5x6 3x6 4x8 3x8 MT18HS3x4 2x4 3x4 3x6 4x8 4x6 5x10 MT18HS3x6 9-8-14 9-8-14 18-7-15 8-11-2 24-8-11 6-0-11 36-5-0 11-8-5 -0-10-8 0-10-8 6-9-2 6-9-2 12-8-9 5-11-6 18-7-15 5-11-6 24-8-11 6-0-11 30-5-9 5-8-15 36-5-0 5-11-7 0-3-156-6-911-1-22-3-144.00 12 9.00 12 Plate Offsets (X,Y)-- [10:Edge,0-1-8], [13:0-2-8,0-1-8] 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-AS 0.66 0.74 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.76 0.11 (loc) 10-11 10-11 10 l/defl >999 >576 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 146 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-14: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-11,7-11,9-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-13, 6-11, 8-11, 8-10 REACTIONS. (size) 2=0-3-8, 10=0-3-8 Max Horz 2=243(LC 9) Max Uplift 2=-54(LC 10) Max Grav 2=1504(LC 1), 10=1450(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3772/264, 3-5=-3399/212, 5-6=-2316/225, 6-7=-1466/229, 7-8=-1470/237, 8-9=-289/115, 9-10=-279/114 BOT CHORD 2-15=-219/3548, 13-15=-134/2833, 11-13=-49/2131, 10-11=-25/1093 WEBS 3-15=-469/136, 5-15=0/632, 5-13=-857/126, 6-13=-2/624, 6-11=-1495/186, 7-11=-130/1273, 8-10=-1430/98 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-9-3, Interior(1) 2-9-3 to 21-0-15, Exterior(2R) 21-0-15 to 28-4-6, Interior(1) 28-4-6 to 32-7-9, Exterior(2E) 32-7-9 to 36-3-4 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss T06 Truss Type Roof Special Qty 2 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965822 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-Nk0GRRECa0Ciyy7CR9MLqvJakBqP3VihGcsmB7yymTx Scale = 1:68.5 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 19 20 21 22 3x6 5x8 4x6 3x4 3x12 3x8 MT18HS3x4 2x4 3x4 3x6 4x8 3x4 5x83x6 9-8-14 9-8-14 18-7-15 8-11-2 24-8-11 6-0-11 34-3-0 9-6-5 -0-10-8 0-10-8 6-9-2 6-9-2 12-8-9 5-11-6 18-7-15 5-11-6 24-8-11 6-0-11 29-4-9 4-7-15 34-3-0 4-10-7 0-3-156-6-911-1-23-11-64.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-7-2,0-1-8], [13:0-2-8,0-1-8] 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-AS 0.71 0.70 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.48 0.10 (loc) 10-11 10-11 10 l/defl >999 >856 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 138 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-11: 2x4 SPF No.2, 9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-13, 6-11, 8-10 REACTIONS. (size) 2=0-3-8, 10=0-3-8 Max Horz 2=259(LC 9) Max Uplift 2=-54(LC 10), 10=-1(LC 10) Max Grav 2=1417(LC 1), 10=1363(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3504/243, 3-5=-3129/192, 5-6=-2045/205, 6-7=-1213/216, 7-8=-1188/232 BOT CHORD 2-15=-224/3294, 13-15=-138/2576, 11-13=-52/1874, 10-11=0/757 WEBS 3-15=-471/136, 5-15=0/631, 5-13=-856/127, 6-13=0/634, 6-11=-1421/173, 7-11=-131/994, 8-11=-20/308, 8-10=-1318/59 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-6-10, Interior(1) 2-6-10 to 21-3-9, Exterior(2R) 21-3-9 to 28-1-12, Interior(1) 28-1-12 to 30-8-2, Exterior(2E) 30-8-2 to 34-1-4 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss T07 Truss Type Common Qty 3 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965823 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:30:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-rwaefmFrLKKZa6iO?ttaM6rm?bB4n3wrVGbJjayymTw Scale = 1:65.7 1 2 3 4 5 6 7 11 10 9 8 16 17 3x6 4x6 3x4 3x8 3x4 3x6 3x6 2x4 4x8 3x4 4x8 6-11-9 6-11-9 13-8-11 6-9-1 23-3-0 9-6-5 6-11-9 6-11-9 13-8-11 6-9-1 18-4-9 4-7-15 23-3-0 4-10-7 0-9-1011-1-23-11-69.00 12 Plate Offsets (X,Y)-- [1:0-5-4,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-AS 0.68 0.60 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.40 0.03 (loc) 8-9 8-9 8 l/defl >999 >700 n/a L/d 240 180 n/a PLATES MT20 Weight: 102 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-9: 2x4 SPF No.2, 7-8: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-9, 6-9, 6-8 REACTIONS. (size) 1=0-3-8, 8=0-3-8 Max Horz 1=230(LC 9) Max Grav 1=924(LC 1), 8=924(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1146/46, 3-5=-760/113, 5-6=-712/122 BOT CHORD 1-11=-63/872, 9-11=-63/872, 8-9=-7/475 WEBS 3-9=-467/159, 5-9=-40/469, 6-8=-805/6 NOTES- (6-7) 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; 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 10-8-11, Exterior(2R) 10-8-11 to 16-8-11 , Interior(1) 16-8-11 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss T08 Truss Type Piggyback Base Qty 4 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965824 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:31:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-J780s6GT6dSQCGHbYaOpvKOvK?WKWVf_kwLtF0yymTv Scale = 1:76.4 12 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 3x6 5x8 5x8 3x6 4x6 6x16 3x6 3x6 3x4 12x20 5x8 2x4 6x8 8x8 3x6 7-3-8 7-3-8 14-4-8 7-1-0 24-6-8 10-2-0 28-11-4 4-4-12 38-11-0 9-11-12 -0-10-8 0-10-8 7-3-8 7-3-8 14-4-8 7-1-0 19-5-8 5-1-0 24-6-8 5-1-0 31-7-8 7-1-0 38-11-0 7-3-8 1-2-1012-0-01-2-1012-0-09.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-6-0,0-2-0], [7:0-6-0,0-2-0], [11:Edge,0-3-8], [16:0-7-12,0-3-0], [17:0-2-8,0-1-8] 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-AS 0.77 0.67 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.47 0.03 (loc) 11-12 14-15 11 l/defl >515 >733 n/a L/d 240 180 n/a PLATES MT20 Weight: 193 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,6-15,6-14,7-14: 2x4 SPF No.2, 2-18,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-15, 6-14, 9-12, 9-11 REACTIONS. (size) 18=0-3-8, 12=0-3-8, 11=Mechanical Max Horz 18=233(LC 9) Max Uplift 18=-5(LC 10), 11=-6(LC 11) Max Grav 18=1272(LC 1), 12=1307(LC 1), 11=573(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1484/53, 3-5=-1139/134, 5-6=-801/154, 6-7=-515/156, 7-9=-788/137, 9-10=-438/93, 2-18=-1197/59, 10-11=-386/89 BOT CHORD 17-18=-213/424, 15-17=-71/1088, 14-15=-47/721, 11-12=0/364 WEBS 3-15=-427/162, 5-15=0/336, 6-15=-38/287, 6-14=-579/97, 9-14=-18/875, 9-12=-1260/97, 2-17=0/826 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 3-0-3, Interior(1) 3-0-3 to 8-10-7, Exterior(2R) 8-10-7 to 30-0-9, Interior(1) 30-0-9 to 34-10-9, Exterior(2E) 34-10-9 to 38-9-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss T09 Truss Type Piggyback Base Qty 7 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965825 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:31:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-FVGmHoHjdFi7RaRzg?RH_lTHmpGO_PSHBEq_KuyymTt Scale = 1:79.5 12 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 3x6 5x8 6x8 3x6 4x6 6x16 3x6 3x4 3x4 3x4 3x4 3x6 3x4 6x8 3x4 6x8 3x6 7-3-8 7-3-8 14-4-8 7-1-0 22-11-4 8-6-12 24-6-8 1-7-4 31-7-8 7-1-0 38-11-0 7-3-8 -0-10-8 0-10-8 7-3-8 7-3-8 14-4-8 7-1-0 19-5-8 5-1-0 24-6-8 5-1-0 31-7-8 7-1-0 38-11-0 7-3-8 1-2-1012-0-01-2-1012-0-09.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-6-0,0-2-0], [7:0-4-4,0-1-8], [10:0-3-8,Edge], [13:0-2-8,0-1-8], [17:0-7-4,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.65 0.44 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.17 0.02 (loc) 15-16 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 203 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,6-16,6-15,7-15,7-14: 2x4 SPF No.2, 2-19,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-16, 5-16, 6-15, 7-15, 9-14 REACTIONS. (size) 19=0-3-8, 15=0-3-8, 11=Mechanical Max Horz 19=233(LC 9) Max Uplift 19=-19(LC 10), 11=-27(LC 11) Max Grav 19=892(LC 23), 15=1795(LC 1), 11=524(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-953/44, 3-5=-555/127, 5-6=-330/148, 9-10=-529/68, 2-19=-822/59, 10-11=-458/65 BOT CHORD 18-19=-217/399, 16-18=-103/694, 12-14=0/332 WEBS 3-16=-479/156, 6-16=-34/616, 6-15=-905/74, 7-15=-767/67, 7-14=-64/365, 9-14=-527/149, 9-12=0/309, 2-18=0/427 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 3-0-3, Interior(1) 3-0-3 to 8-10-7, Exterior(2R) 8-10-7 to 30-0-9, Interior(1) 30-0-9 to 34-10-9, Exterior(2E) 34-10-9 to 38-9-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 11. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 2 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965826 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:31:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-g4xvvqJbwA4iI19YL7__cN5n40FJBiYjtC2ewDyymTq Scale = 1:75.8 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 1125 26 27 28 29 30 31 32 33 34 35 36 37 38 3x6 4x8 4x6 3x6 6x16 4x6 4x6 5x10 MT18HS 3x8 3x8 8x8 8x8 3x8 3x8 6x16 5x6 5x6 5x10 MT18HS 7-3-8 7-3-8 14-4-8 7-1-0 19-3-8 4-11-0 26-4-8 7-1-0 33-8-0 7-3-8 7-3-8 7-3-8 14-4-8 7-1-0 19-3-8 4-11-0 26-4-8 7-1-0 33-8-0 7-3-8 1-2-1012-0-01-2-1012-0-09.00 12 Plate Offsets (X,Y)-- [1:0-10-4,Edge], [5:0-6-0,0-2-0], [6:0-4-0,0-2-0], [10:0-10-4,Edge], [14:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.71 0.55 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.31 0.08 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 453 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-6: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 5-14,5-13,6-13: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 6-0-0, Right 2x8 SP 2400F 2.0E 6-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-8 (req. 0-4-4), 10=0-3-8 (req. 0-4-6) Max Horz 1=-199(LC 25) Max Uplift 10=-55(LC 9) Max Grav 1=5410(LC 1), 10=5547(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-6837/0, 3-5=-5293/0, 5-6=-4180/112, 6-8=-5281/83, 8-10=-6874/97 BOT CHORD 1-16=0/5351, 14-16=0/5351, 13-14=0/4190, 11-13=0/5386, 10-11=0/5386 WEBS 3-16=0/1815, 3-14=-1602/0, 5-14=0/2786, 5-13=-292/114, 6-13=-19/2743, 8-13=-1662/237, 8-11=-28/1877 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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 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; 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) WARNING: Required bearing size at joint(s) 1, 10 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 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 July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 2 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965826 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:31:05 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-g4xvvqJbwA4iI19YL7__cN5n40FJBiYjtC2ewDyymTq NOTES- (13-14) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 505 lb down at 2-3-4, 505 lb down at 4-3-4, 505 lb down at 6-3-4, 505 lb down at 8-3-4, 505 lb down at 10-3-4, 504 lb down and 47 lb up at 12-0-12, 504 lb down and 47 lb up at 13-7-4, 504 lb down and 47 lb up at 15-7-4, 504 lb down and 47 lb up at 17-7-4, 504 lb down and 47 lb up at 19-7-4, 504 lb down and 47 lb up at 21-7-4, 504 lb down and 47 lb up at 23-7-4, 553 lb down and 26 lb up at 25-7-4 , 553 lb down and 26 lb up at 27-7-4, and 553 lb down and 26 lb up at 29-7-4, and 553 lb down and 26 lb up at 31-7-4 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: 1-5=-60, 5-6=-60, 6-10=-60, 17-21=-20 Concentrated Loads (lb) Vert: 15=-504(F) 12=-504(F) 25=-505(F) 26=-505(F) 27=-505(F) 28=-505(F) 29=-505(F) 30=-504(F) 31=-504(F) 32=-504(F) 33=-504(F) 34=-504(F) 35=-553(F) 36=-553(F) 37=-553(F) 38=-553(F) 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss V01 Truss Type Valley Qty 1 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965827 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:31:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-8HVH7AKEhTCZwBkkvrVD8be4VQifwF?t6soBTgyymTp Scale = 1:70.5 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 5x6 3x4 0-0-5 0-0-5 29-9-9 29-9-3 14-10-12 14-10-12 29-9-9 14-10-12 0-0-411-2-10-0-49.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-3-0], [8:0-3-0,0-3-0] 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-S 0.22 0.10 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 109 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2,8-9: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 5-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS. All bearings 29-8-14. (lb) - Max Horz 1=199(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 15, 16, 17, 12, 11, 10, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 13=286(LC 20), 15=343(LC 17), 16=333(LC 17), 17=295(LC 17), 12=343(LC 18), 11=333(LC 18), 10=295(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-15=-264/139, 3-16=-252/134, 6-12=-263/139, 7-11=-252/134 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 11-10-12, Exterior(2R) 11-10-12 to 17-10-12, Interior(1) 17-10-12 to 26-4-5, Exterior(2E) 26-4-5 to 29-4-5 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 15, 16, 17, 12, 11, 10, 9. 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss V02 Truss Type Valley Qty 1 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965828 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:31:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-4fd2XrMUD5SH9Vu70GYhE0jPFDNWOCqAZAHIXYyymTn Scale = 1:63.4 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 25-9-9 25-9-3 12-10-12 12-10-12 25-9-9 12-10-12 0-0-49-8-10-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.13 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 87 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 Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS. All bearings 25-8-14. (lb) - Max Horz 1=172(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 12, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=258(LC 20), 12=325(LC 17), 13=397(LC 17), 9=324(LC 18), 8=397(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-253/135, 2-13=-289/150, 5-9=-253/134, 6-8=-290/150 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 9-10-12, Exterior(2R) 9-10-12 to 15-10-12, Interior(1) 15-10-12 to 22-4-5, Exterior(2E) 22-4-5 to 25-4-5 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12, 13, 9, 8. 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss V03 Truss Type Valley Qty 1 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965829 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:31:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-02loyXNklij?Po2W8ha9JRomE13ns6PS1UmPcRyymTl Scale = 1:52.2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 21-9-9 21-9-3 10-10-12 10-10-12 21-9-9 10-10-12 0-0-48-2-10-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.15 0.24 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: 70 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 21-8-14. (lb) - Max Horz 1=-144(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 11=356(LC 17), 13=290(LC 17), 9=354(LC 18), 8=291(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-273/145, 5-9=-272/144 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 7-10-12, Exterior(2R) 7-10-12 to 13-10-12, Interior(1) 13-10-12 to 18-4-5, Exterior(2E) 18-4-5 to 21-4-5 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 13, 9, 8. 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss V04 Truss Type Valley Qty 1 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965830 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:31:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-zRsYNDP?HJzje6CuF6cdOsu5yriSK1UlUnFVgJyymTj Scale = 1:43.0 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 17-9-9 17-9-3 8-10-12 8-10-12 17-9-9 8-10-12 0-0-46-8-10-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.26 0.14 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: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 17-8-14. (lb) - Max Horz 1=-117(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 9=-110(LC 10), 6=-110(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=418(LC 17), 6=418(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-310/161, 4-6=-312/161 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 5-10-12, Exterior(2R) 5-10-12 to 11-10-12, Interior(1) 11-10-12 to 14-4-5, Exterior(2E) 14-4-5 to 17-4-5 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 9 and 110 lb uplift at joint 6. 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss V05 Truss Type Valley Qty 1 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965831 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:31:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-vp_JovQFpxDQtQLHNWe5THzSYeRRoyj2y5kclCyymTh Scale = 1:32.6 1 2 3 4 5 8 7 6 9 10 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 13-9-3 13-9-3 13-9-9 0-0-5 6-10-12 6-10-12 13-9-9 6-10-12 0-0-45-2-10-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.10 0.09 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: 40 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 13-8-14. (lb) - Max Horz 1=-89(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=316(LC 17), 6=316(LC 18) 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 3-10-12, Exterior(2R) 3-10-12 to 9-10-12 , Interior(1) 9-10-12 to 10-4-5, Exterior(2E) 10-4-5 to 13-4-5 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss V06 Truss Type Valley Qty 1 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965832 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:31:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-N?Yh?FRtZELHVawTxEAK0UWdm2gBXQOBAlTAHeyymTg Scale = 1:15.7 1 2 3 2x4 3x4 2x4 0-0-5 0-0-5 5-9-9 5-9-3 2-10-12 2-10-12 5-9-9 2-10-12 0-0-42-2-10-0-49.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.52 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-8-14, 3=5-8-14 Max Horz 1=-34(LC 8) Max Grav 1=197(LC 1), 3=197(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). July 13,2021 07/26/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104026 Truss V07 Truss Type Valley Qty 1 Ply 1 LOT# 14 SUNRISE HAWTHORNE FARMHOUSE Job Reference (optional) I46965833 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 15:31:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LnDaVLsrM9ah3cZM9WizlGyS9FS-N?Yh?FRtZELHVawTxEAK0UWYU2mZXPOBAlTAHeyymTg Scale = 1:24.7 1 2 3 4 5 6 3x4 4x6 3x42x4 0-0-5 0-0-5 9-9-9 9-9-3 4-10-12 4-10-12 9-9-9 4-10-12 0-0-43-8-10-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.46 0.17 0.06 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 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=9-8-14, 3=9-8-14, 4=9-8-14 Max Horz 1=-61(LC 6) Max Uplift 1=-10(LC 10), 3=-16(LC 11) Max Grav 1=182(LC 1), 3=182(LC 1), 4=349(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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Exterior(2R) 3-5-4 to 6-4-5, Exterior(2E) 6-4-5 to 9-4-5 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 13,2021 07/26/21 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 platewidth measured perpendicularto 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.21.The design does not take into account any dynamicor other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge 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.W4- 6 W3-6W3-7 W2-7W1-7C1-8 C5-6C6-7C7-8 C4-5 C3-4C2-3C1-2 TOP CHORD TOP CHORD 8 7 6 54321 BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates therequired direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1" 4/3PLATE LOCATION AND ORIENTATIONSymbols Numbering System General Safety Notes* Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 WEBS Trusses are designed for wind loads in the plane of thetruss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1section 6.3 These truss designs rely on lumber valuesestablished by others.dimensions shown in ft-in-sixteenths07/26/21