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HomeMy WebLinkAboutI39869140.1_Estates_at_town_meadow16023 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). January 14,2020 Liu, Xuegang Pages or sheets covered by this seal: I39869140 thru I39869221 My license renewal date for the state of Indiana is July 31, 2020. 1_Estates_at_town_meadow 1 Estate at town meadows IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss GE01 Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869140 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-cE8oBhSlOBsvIqOQhbB1mPtIKuLM26mAarX9Vkzvl7? Scale = 1:9.8 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 3x8 2x4 2x4 -0-11-0 0-11-0 1-3-8 1-3-8 0-10-01-4-75.00 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 0.13 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 8 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* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=138/1-3-8, 4=9/1-3-8 Max Horz 5=44(LC 9) Max Uplift 5=-26(LC 6), 4=-12(LC 7) Max Grav 5=138(LC 1), 4=20(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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) zone; cantilever left and right exposed ; end 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss GE02 Truss Type GABLE Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869141 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-YcGYcNU?wo6dX8Yop0DVrqyf?i1KW_KT191GYdzvl6z Scale = 1:35.0 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 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-7-011-7-0 -1-0-0 1-0-0 5-9-8 5-9-8 11-7-0 5-9-8 12-7-0 1-0-0 1-2-05-6-21-2-09.00 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 0.12 0.04 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 130 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 11-7-0. (lb) - Max Horz 20=119(LC 9) 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-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 1-9-8, Exterior(2N) 1-9-8 to 2-9-8, Corner(3R) 2-9-8 to 8-9-8, Exterior(2N) 8-9-8 to 9-7-0, Corner(3E) 9-7-0 to 12-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss GE03 Truss Type GABLE Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869142 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-0oqwqjUeh6EU9I7?NkkkN1VnE6NXFPCcGpmp53zvl6y Scale: 1/4"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 10 9 8 7 6 21 22 4x6 2x4 2x4 2x4 2x4 3x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-5-124-5-12 8-11-84-5-12 -0-11-0 0-11-0 4-5-12 4-5-12 8-11-8 4-5-12 9-10-8 0-11-0 2-7-07-0-122-7-012.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [4:0-1-4,0-1-8], [13:0-1-7,0-0-12], [19:0-1-7,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.04 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,4-6: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-11-8. (lb) - Max Horz 10=163(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 10, 6, 8 Max Grav All reactions 250 lb or less at joint(s) 8, 9, 7 except 10=251(LC 1), 6=251(LC 1), 6=251(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 6-10-8, Exterior(2E) 6-10-8 to 9-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6, 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) 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss GE04 Truss Type GABLE Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869143 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-0oqwqjUeh6EU9I7?NkkkN1VnS6LEFS1cGpmp53zvl6y Scale = 1:14.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 4-9-04-9-0 -0-11-0 0-11-0 4-9-0 4-9-0 0-9-02-4-00-3-84.00 12 Plate Offsets (X,Y)-- [4:0-1-14,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.19 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.04 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 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* 2-5: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=251/0-3-8, 4=172/0-1-8 Max Horz 5=51(LC 6) Max Uplift 5=-60(LC 6), 4=-51(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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; porch left 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss GE05 Truss Type GABLE Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869144 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-U?OJ13VGSPNLnRiBwRGzwF1_xVhD_mKmVTWMdVzvl6x Scale = 1:50.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-11-013-11-0 -0-11-0 0-11-0 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 1-5-08-4-81-5-012.00 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 0.16 0.08 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 215 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 13-11-0. (lb) - Max Horz 24=177(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-112(LC 6), 14=-101(LC 7), 23=-121(LC 10), 15=-118(LC 11) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-123/302, 6-7=-138/329, 7-8=-138/329, 8-9=-123/302 WEBS 7-19=-387/121 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 3-11-8, Corner(3R) 3-11-8 to 9-11-8, Exterior(2N) 9-11-8 to 11-10-0, Corner(3E) 11-10-0 to 14-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=112, 14=101, 23=121, 15=118. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss GE06 Truss Type GABLE Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869145 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-QNV3SlXW_1d20lra2sIR?g7KXJNnSjW3yn?ThOzvl6v Scale: 1/4"=1' Sheet FrontFull Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-1-012-1-0 -0-11-0 0-11-0 6-0-8 6-0-8 12-1-0 6-0-8 13-0-0 0-11-0 1-5-07-5-81-5-012.00 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 0.15 0.07 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 175 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 12-1-0. (lb) - Max Horz 24=160(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-186(LC 6), 14=-167(LC 7), 23=-182(LC 7), 15=-169(LC 6) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-100/266, 6-7=-120/304, 7-8=-120/304, 8-9=-100/266 WEBS 7-19=-355/98 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-0-8, Exterior(2N) 2-0-8 to 3-0-8, Corner(3R) 3-0-8 to 9-0-8, Exterior(2N) 9-0-8 to 10-0-0, Corner(3E) 10-0-0 to 13-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=186, 14=167, 23=182, 15=169. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss GE07 Truss Type GABLE Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869146 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ua3Rf4X8lKlvevQmcapgYtfObjfQBD3CBRk1Eqzvl6u Scale = 1:50.2 Sheet Front Left Option 6-4-12 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 26 27 28 4x6 4x6 3x8 3x4 3x4 3x4 2x4 6x8 3x4 6x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-4-56-4-5 6-4-120-0-7 12-5-26-0-6 19-11-07-5-14 -0-11-0 0-11-0 6-4-5 6-4-5 12-4-11 6-0-6 12-5-2 0-0-7 13-10-8 1-5-6 19-11-0 6-0-8 20-10-0 0-11-0 0-10-06-0-27-5-81-5-05.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-1-8], [7:0-3-0,0-1-12], [10:0-3-8,0-2-4], [12:0-1-9,0-1-0], [22:0-1-10,0-1-0] 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-SH 0.52 0.37 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 0.01 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 142 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* 7-9,2-16: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 17 REACTIONS.All bearings 8-1-8 except (jt=length) 9=0-3-8. (lb) - Max Horz 16=169(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 16, 9, 13 Max Grav All reactions 250 lb or less at joint(s) 14, 15 except 16=275(LC 1), 12=753(LC 1), 9=605(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-375/118, 5-6=-484/176, 6-7=-507/105, 7-9=-535/128, 2-16=-272/117 BOT CHORD 10-12=-112/369 WEBS 3-12=-374/19, 6-10=-95/407, 12-17=-388/85, 4-17=-387/85 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-5-2, Exterior(2R) 12-5-2 to 16-10-8, Interior(1) 16-10-8 to 17-10-0, Exterior(2E) 17-10-0 to 20-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 9, 13. 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss GE08 Truss Type ROOF SPECIAL Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869147 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-NmdptQYmWetmF3?y9HKv45Cd37?uwXcMQ5UamGzvl6t Scale = 1:60.4 Sheet Front Right Option -4-4-9 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 12 11 10 9 15 13 14 20 21 5x6 3x4 4x8 4x6 3x4 3x4 2x4 3x4 3x4 2x4 4x8 3x4 3x4 2x4 2x4 3x4 3x4 4-4-94-4-9 6-4-56-4-5 12-5-26-0-13 16-11-84-6-6 21-4-14-4-9 -0-11-0 0-11-0 6-4-5 6-4-5 12-5-2 6-0-13 13-10-9 1-5-6 15-2-8 1-3-15 16-11-8 1-9-0 0-10-06-0-210-6-89-9-40-9-410-6-85.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-5-11,0-0-6], [4:0-1-12,0-1-8], [8:0-1-8,0-1-8], [13:0-3-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.28 0.35 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.10 -0.02 (loc) 10-12 10-12 20 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 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 8-20 REACTIONS.(lb/size)2=732/0-3-8, 20=654/0-1-8 Max Horz 2=292(LC 9) Max Uplift 2=-9(LC 10), 20=-81(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1032/77, 4-5=-548/64, 9-15=-12/551, 13-15=-11/551, 8-13=-83/581 BOT CHORD 2-12=-81/897, 10-12=-81/897, 9-10=-31/415 WEBS 4-10=-539/103, 5-10=0/415, 5-9=-641/44, 8-20=-655/81 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 Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 16-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 20. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 20. 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) 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss GE09 Truss Type ROOF SPECIAL STRUCTU Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869148 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ryBC4mZOHy?dtDa9j_r8dIlmLWKvf6dVelD7Ijzvl6s Scale = 1:61.2 Sheet Front Left Option 0-0-0 1 Ply 7/16OSB8 1 2 3 4 6 5 9 8 7 10 3x4 5x6 3x4 3x4 2x4 2x4 2x4 4x6 3x4 3x4 3x4 3x4 10-6-83-7-03-7-00-2-8 0-2-8 7-11-8 7-9-0 1-9-0 1-9-0 5-3-4 3-6-4 7-11-8 2-8-4 9-9-410-6-80-9-42-7-012.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-8], [4:0-2-12,0-1-8], [8:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.43 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.23 0.05 (loc) 5-6 5-6 10 l/defl >760 >403 n/a L/d 240 180 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 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 1-10 JOINTS 1 Brace at Jt(s): 7 REACTIONS.(lb/size)5=310/0-3-0, 10=290/0-1-8 Max Horz 5=-274(LC 6) Max Uplift 5=-11(LC 7), 10=-148(LC 6) Max Grav 5=380(LC 17), 10=366(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-306/93, 4-5=-302/49 BOT CHORD 5-6=-257/211 WEBS 1-10=-366/148 NOTES-(8-9) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 10=148. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss GE10 Truss Type GABLE Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869149 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-nLJyVSbfpZFL6WkXrPucijqAWK4y7zao63iENbzvl6q Scale = 1:51.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-3-013-3-0 6-7-8 6-7-8 13-3-0 6-7-8 1-5-48-0-121-5-412.00 12 Plate Offsets (X,Y)-- [11:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.07 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 197 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-3-0. (lb) - Max Horz 22=152(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 18, 19, 20, 16, 15, 14 except 22=-124(LC 6), 12=-115(LC 7), 21=-120(LC 7), 13=-115(LC 6) Max Grav All reactions 250 lb or less at joint(s) 22, 12, 17, 18, 19, 20, 21, 16, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-135/270, 5-6=-150/303, 6-7=-150/303, 7-8=-135/270 WEBS 6-17=-353/136 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 3-7-8, Corner(3R) 3-7-8 to 9-7-8, Exterior(2N) 9-7-8 to 10-1-12, Corner(3E) 10-1-12 to 13-1-12 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 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 19, 20, 16, 15, 14 except (jt=lb) 22=124, 12=115, 21=120, 13=115. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss GE11 Truss Type GABLE Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869150 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-FXsKiobHZtNCkgJjO7PrFxNEkkGysT6xLjSnv1zvl6p Scale = 1:21.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 6 5 17 18 3x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 9-11-89-9-12 -0-11-0 0-11-0 5-2-2 5-2-2 9-11-8 4-9-6 0-8-83-7-63-3-140-3-83-7-63.50 12 Plate Offsets (X,Y)-- [5: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-SH 0.62 0.73 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.57 0.01 (loc) 5-6 5-6 5 l/defl >401 >204 n/a L/d 240 180 n/a PLATES MT20 Weight: 81 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* 3-5: 2x3 SPF No.2, 2-6: 2x6 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=456/0-3-8, 5=379/0-1-8 Max Horz 6=104(LC 7) Max Uplift 6=-47(LC 6), 5=-30(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-529/198, 2-6=-355/216 BOT CHORD 5-6=-185/468 WEBS 3-5=-463/252 NOTES-(10-11) 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-6-13, Exterior(2R) 5-6-13 to 9-9-12 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 9) 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss J03 Truss Type JACK-CLOSED Qty 30 Ply 1 1 Estate at town meadows Job Reference (optional) I39869151 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-jkQiw8cvKAV3Mquwyqw4n8vTx8kWb__5ZNBLRUzvl6o Scale = 1:30.3 1 2 3 5 4 3x6 3x6 3x4 2x4 -0-11-0 0-11-0 4-0-0 4-0-0 1-5-05-5-05-1-80-3-85-5-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [3:Edge,0-2-8], [4:0-1-15,0-0-11], [5:0-3-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.33 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=221/0-3-8, 4=143/0-1-8 Max Horz 5=150(LC 9) Max Uplift 5=-2(LC 6), 4=-78(LC 7) Max Grav 5=238(LC 18), 4=184(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss J04 Truss Type JACK-CLOSED Qty 2 Ply 1 1 Estate at town meadows Job Reference (optional) I39869152 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-jkQiw8cvKAV3Mquwyqw4n8vVx8mbb__5ZNBLRUzvl6o Scale = 1:28.6 1 2 3 5 4 3x4 3x4 3x4 2x4 4-0-04-0-0 -0-11-0 0-11-0 3-8-0 3-8-0 4-0-0 0-4-0 1-5-05-1-04-9-80-3-85-1-012.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=221/0-3-8, 4=143/0-1-8 Max Horz 5=150(LC 9) Max Uplift 5=-2(LC 6), 4=-78(LC 7) Max Grav 5=238(LC 18), 4=184(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss J05 Truss Type JACK-CLOSED Qty 2 Ply 1 1 Estate at town meadows Job Reference (optional) I39869153 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-Bw_57UdX5Udwz_S6WYRJKMShFX5wKRuEo1xuzwzvl6n Scale = 1:21.8 1 2 3 4 7 6 5 3x4 3x4 4x6 2x4 2x4 2x4 0-1-132-4-0 2-4-0 4-0-0 1-8-0 -0-11-0 0-11-0 2-4-0 2-4-0 4-0-0 1-8-0 1-5-03-7-33-9-03-7-30-3-812.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-0-0], [3:0-3-0,0-1-12], [5:0-2-0,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.18 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=221/0-3-8, 5=143/0-1-8 Max Horz 7=75(LC 10) Max Uplift 5=-31(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss J06 Truss Type JACK-CLOSED GIRDER Qty 2 Ply 1 1 Estate at town meadows Job Reference (optional) I39869154 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-f6YTLqe9solnb81I4FyYsZ?tkxSd3uKN1hgSWMzvl6m Scale = 1:14.9 1 2 3 4 7 6 5 8 9 2x4 2x4 4x6 2x4 2x4 2x4 0-1-41-0-0 1-0-0 4-0-0 3-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 4-0-0 3-0-0 1-5-02-3-122-5-02-0-40-3-82-3-1212.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-2-0], [5:0-2-0,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.09 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=219/0-3-8, 5=142/0-1-8 Max Horz 7=67(LC 5) Max Uplift 7=-31(LC 8), 5=-40(LC 5) Max Grav 7=219(LC 1), 5=144(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 49 lb up at 1-0-0, and 50 lb down and 33 lb up at 2-0-12 on top chord, and 9 lb down and 12 lb up at 1-0-0, and 12 lb down and 11 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss J06 Truss Type JACK-CLOSED GIRDER Qty 2 Ply 1 1 Estate at town meadows Job Reference (optional) I39869154 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:53 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-f6YTLqe9solnb81I4FyYsZ?tkxSd3uKN1hgSWMzvl6m LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=3(B) 9=0(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss J07 Truss Type JACK-OPEN Qty 7 Ply 1 1 Estate at town meadows Job Reference (optional) I39869155 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-8J6rY9end5teDHcVdyTnPnX1JLoEoLkXFLQ?2pzvl6l Scale = 1:15.1 1 2 5 3 42x4 3x4 2-0-02-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=153/0-3-8, 3=41/Mechanical, 4=17/Mechanical Max Horz 5=45(LC 10) Max Uplift 3=-31(LC 10) Max Grav 5=153(LC 1), 3=47(LC 17), 4=36(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss J08 Truss Type JACK-OPEN Qty 2 Ply 1 1 Estate at town meadows Job Reference (optional) I39869156 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-cVgDmVfQOP?VqRBhBg?0y_4BSl7CXo_gU?9YaFzvl6k Scale = 1:15.0 1 2 5 3 42x4 3x6 1-9-01-8-7 -1-7-13 1-7-13 1-9-0 1-9-0 1-5-02-4-100-4-131-11-132-4-106.66 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [5:0-1-12,0-0-8] 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-R 0.24 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=227/0-5-3, 3=-1/Mechanical, 4=9/Mechanical Max Horz 5=45(LC 7) Max Uplift 5=-6(LC 10), 3=-19(LC 10), 4=-4(LC 7) Max Grav 5=227(LC 1), 3=11(LC 8), 4=29(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss J09 Truss Type JACK-OPEN Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869157 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-cVgDmVfQOP?VqRBhBg?0y_4BSl7CXo_gU?9YaFzvl6k Scale = 1:15.0 1 2 5 3 42x4 3x6 1-9-01-8-7 -1-7-13 1-7-13 1-9-0 1-9-0 1-5-02-4-100-4-131-11-132-4-106.66 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [5:0-1-12,0-0-8] 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-R 0.24 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=227/0-5-3, 3=-1/Mechanical, 4=9/Mechanical Max Horz 5=45(LC 7) Max Uplift 5=-6(LC 10), 3=-19(LC 10), 4=-4(LC 7) Max Grav 5=227(LC 1), 3=11(LC 8), 4=29(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss M01 Truss Type MONOPITCH Qty 6 Ply 1 1 Estate at town meadows Job Reference (optional) I39869158 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-4hEbzrg29j7LSbmtlNWFUCcOt9UaGFDqjfv67hzvl6j Scale = 1:9.8 1 2 3 5 4 2x4 3x8 2x4 1-3-81-3-8 -0-11-0 0-11-0 1-3-8 1-3-8 0-10-01-4-71-0-150-3-81-4-75.00 12 Plate Offsets (X,Y)-- [4:0-1-14,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.06 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 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* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=138/0-3-8, 4=9/0-1-8 Max Horz 5=44(LC 9) Max Uplift 5=-26(LC 6), 4=-12(LC 7) Max Grav 5=138(LC 1), 4=20(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss M02 Truss Type MONOPITCH Qty 4 Ply 1 1 Estate at town meadows Job Reference (optional) I39869159 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-Yto_ABhgw0GC4lL4J51U1P9XLYoc?h2zyJeff8zvl6i Scale = 1:13.7 1 2 3 5 4 2x4 3x6 2x4 4-3-84-3-8 -0-11-0 0-11-0 4-3-8 4-3-8 0-9-02-2-30-3-84.00 12 Plate Offsets (X,Y)-- [4:0-1-15,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.21 0.15 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=234/0-3-8, 4=153/0-1-8 Max Horz 5=46(LC 6) Max Uplift 5=-29(LC 6), 4=-19(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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) 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss M02A Truss Type MONOPITCH Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869160 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-Yto_ABhgw0GC4lL4J51U1P9XvYoX?h1zyJeff8zvl6i Scale = 1:13.7 1 2 4 3 3x6 2x4 2x4 4-3-84-3-8 4-3-8 4-3-8 0-9-02-2-30-3-84.00 12 Plate Offsets (X,Y)-- [3:0-1-14,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.24 0.16 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 3-4 3-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=162/0-3-8, 3=162/0-1-8 Max Horz 4=34(LC 7) Max Uplift 3=-20(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss M04 Truss Type MONOPITCH Qty 4 Ply 1 1 Estate at town meadows Job Reference (optional) I39869161 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-04LMOXiIhKO3hvwGsoYjZcicey4Zk837AzODBazvl6h Scale = 1:20.2 1 2 3 5 4 6 7 2x4 3x8 2x4 6-9-06-9-0 -0-11-0 0-11-0 6-9-0 6-9-0 0-9-03-0-00-3-84.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-12], [4:0-1-15,0-0-10], [5:0-0-0,0-1-12], [5:0-4-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.42 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.19 0.00 (loc) 4-5 4-5 l/defl >890 >403 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 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* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=329/0-3-8, 4=255/0-1-8 Max Horz 5=70(LC 6) Max Uplift 5=-30(LC 6), 4=-30(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-273/200 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-7-12, Exterior(2E) 3-7-12 to 6-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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) 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss M05 Truss Type MONOPITCH Qty 6 Ply 1 1 Estate at town meadows Job Reference (optional) I39869162 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:10:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-UGvkbtiwSeWwJ3VSQW3y6qEsvMURTbVGPd7mj0zvl6g Scale = 1:14.4 1 2 3 5 4 2x4 3x6 2x4 4-9-04-9-0 -0-11-0 0-11-0 4-9-0 4-9-0 0-9-02-4-00-3-84.00 12 Plate Offsets (X,Y)-- [4:0-1-15,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.19 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=251/0-3-8, 4=172/0-1-8 Max Horz 5=51(LC 6) Max Uplift 5=-29(LC 6), 4=-21(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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) 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss M06 Truss Type MONOPITCH Qty 16 Ply 1 1 Estate at town meadows Job Reference (optional) I39869163 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-yST6pDjYDxenxC4e_DaBf1n_xmhECz?PeHtJGSzvl6f Scale = 1:21.9 1 2 3 4 5 6 7 8 2x4 2x4 5x8 3x4 6x6 9-11-89-9-12 -0-11-0 0-11-0 5-2-2 5-2-2 9-11-8 4-9-6 0-8-83-7-63-3-140-3-83-7-63.50 12 Plate Offsets (X,Y)-- [2:0-4-14,Edge], [5:0-2-12,0-1-4], [6:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.73 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.45 0.01 (loc) 2-6 2-6 6 l/defl >532 >264 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-6: 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-7-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=450/0-3-8, 6=390/0-1-8 Max Horz 2=99(LC 7) Max Uplift 2=-41(LC 6), 6=-31(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-580/192 BOT CHORD 2-6=-178/520 WEBS 4-6=-523/240 NOTES-(8-9) 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-9-12, Exterior(2E) 6-9-12 to 9-9-12 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss PB01 Truss Type GABLE Qty 8 Ply 1 1 Estate at town meadows Job Reference (optional) I39869164 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-Qf1U0ZkA_FmeZMerYx5QBFKEVAC9xVDZsxctovzvl6e Scale = 1:15.5 2 3 4 6 1 5 4x6 2x4 2x4 2x4 6-2-06-2-0 3-1-0 3-1-0 6-2-0 3-1-0 2-0-110-1-40-1-88.00 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 0.07 0.05 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 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 6-2-0. (lb) - Max Horz 1=-34(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 2, 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss PB02 Truss Type GABLE Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869165 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-vrbtEulplZuVAWD15edfkSsPcZW9gyii5aMQKLzvl6d Scale: 1"=1' 2 3 4 5 1 6 3x4 3x4 3x4 3x4 0-2-26-2-0 6-2-0 2-6-6 2-6-6 3-7-10 1-1-4 6-2-0 2-6-6 1-6-21-8-40-1-40-1-81-4-108.00 12 Plate Offsets (X,Y)-- [2:0-1-15,0-1-8], [3:0-2-0,Edge], [4:0-2-0,Edge], [5:0-1-15,0-1-8] 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 0.11 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS.(lb/size)1=-84/6-2-0, 6=-84/6-2-0, 2=309/6-2-0, 5=309/6-2-0 Max Horz 1=26(LC 7) Max Uplift 1=-121(LC 3), 6=-121(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 to 2-6-6, Exterior(2R) 2-6-6 to 3-7-10, Exterior(2E) 3-7-10 to 5-10-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=121, 6=121. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T01 Truss Type ROOF SPECIAL Qty 6 Ply 1 1 Estate at town meadows Job Reference (optional) I39869166 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-N19FRElRWs0MogoDfL8uGgPUCzmqPHzsKE5_snzvl6c Scale: 1/4"=1' 1 2 3 4 5 6 7 8 12 11 10 9 17 18 19 4x6 4x6 4x8 4x6 3x4 3x4 2x4 6x8 3x6 5x6 6-4-56-4-5 12-5-26-0-13 19-11-07-5-14 -0-11-0 0-11-0 6-4-5 6-4-5 12-5-2 6-0-13 13-10-8 1-5-6 19-11-0 6-0-8 20-10-0 0-11-0 0-10-06-0-27-5-81-5-05.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-5-11,0-0-2], [4:0-1-12,0-1-8], [6:0-3-0,0-1-12], [7:0-3-8,0-1-0], [9:0-2-12,0-0-8], [10:0-3-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.51 0.48 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 0.02 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 81 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* 7-9: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)2=845/0-3-8, 9=855/0-3-8 Max Horz 2=164(LC 9) Max Uplift 2=-32(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1269/108, 4-5=-800/111, 5-6=-960/180, 6-7=-813/110, 7-9=-782/133 BOT CHORD 2-12=-59/1113, 10-12=-59/1113 WEBS 4-10=-511/99, 5-10=-577/117, 6-10=-90/941, 7-10=-23/331 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-5-2, Exterior(2R) 12-5-2 to 16-10-8, Interior(1) 16-10-8 to 17-10-0, Exterior(2E) 17-10-0 to 20-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T02 Truss Type Roof Special Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869167 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-rEjdeam3GA8DQqNQD3f7ptylJNAV8qT?ZurXPEzvl6b Scale = 1:35.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9 3x4 4x6 4x6 4x6 4x6 4x6 2x4 2x4 3x4 3x8 3x8 3x4 3x4 2-3-02-3-0 5-0-02-9-0 9-11-04-11-0 12-8-02-9-0 14-11-02-3-0 2-3-0 2-3-0 5-0-0 2-9-0 7-5-8 2-5-8 9-11-0 2-5-8 12-8-0 2-9-0 14-11-0 2-3-0 15-11-0 1-0-0 1-5-03-8-05-6-21-5-03-8-012.00 12 9.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-1-8], [2:0-4-4,0-1-12], [4:0-3-0,Edge], [6:0-4-4,0-1-12], [7:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.10 0.20 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.06 0.01 (loc) 11-12 11-12 9 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* 1-14,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=582/0-3-8, 9=656/0-3-8 Max Horz 14=-119(LC 8) Max Uplift 14=-3(LC 10), 9=-16(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-506/48, 2-3=-563/58, 3-4=-749/116, 4-5=-745/122, 5-6=-559/66, 6-7=-502/67, 1-14=-558/31, 7-9=-633/72 BOT CHORD 12-13=-21/327, 11-12=0/409, 10-11=0/313 WEBS 2-12=-4/386, 3-12=-563/101, 4-12=-53/386, 4-11=-56/377, 5-11=-562/106, 6-11=-7/395, 1-13=0/354, 7-10=0/358 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) 0-1-12 to 5-0-0, Exterior(2R) 5-0-0 to 7-5-8, Exterior(2E) 7-5-8 to 9-11-0, Exterior(2R) 9-11-0 to 12-8-0, Exterior(2E) 12-8-0 to 15-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 9. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T03 Truss Type ROOF SPECIAL Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869168 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-JQG?swnh1UG41_ycnmANM5UsEnUxt7z9nYa4xgzvl6a Scale = 1:58.1 1 2 3 4 5 6 10 9 8 7 11 12 13 5x6 5x6 3x8 3x4 3x4 3x4 3x4 2x4 3x4 3x4 2x4 2x4 2x4 4-4-94-4-9 6-4-56-4-5 12-5-26-0-13 16-11-84-6-6 -0-11-0 0-11-0 6-4-5 6-4-5 12-5-2 6-0-13 15-2-8 2-9-6 16-11-8 1-9-0 0-10-06-0-210-6-89-9-40-9-410-6-85.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-6-3,Edge], [4:0-1-12,0-1-8], [6:0-2-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.38 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.09 0.02 (loc) 8-10 8-10 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 3-5-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12 REACTIONS.(lb/size)2=732/0-3-8, 12=654/0-1-8 Max Horz 2=271(LC 10) Max Uplift 12=-121(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1073/0, 4-5=-527/0, 7-11=-42/565, 6-11=-42/565 BOT CHORD 2-10=-130/906, 8-10=-130/906, 7-8=-37/412 WEBS 4-8=-552/109, 5-8=0/414, 5-7=-659/75, 6-12=-655/127 NOTES-(8-9) 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 16-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=121. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T04 Truss Type HIP Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869169 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-FpOmHcpxZ5WoHH6?uBCrRWa2la02L40RFs3B?Yzvl6Y Scale = 1:68.0 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 5x6 3x8 3x6 3x8 3x8 2x4 3x8 3x8 3x8 3x6 5x10 MT18HS 5x10 MT18HS 3x6 5x6 3x6 0-2-29-6-0 9-6-0 17-11-8 8-5-8 26-5-0 8-5-8 35-11-0 9-6-0 -0-11-0 0-11-0 4-11-8 4-11-8 9-6-0 4-6-8 17-11-8 8-5-8 26-5-0 8-5-8 30-11-8 4-6-8 35-11-0 4-11-8 36-10-0 0-11-0 1-1-07-2-147-5-01-1-07-2-148.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-3-8,0-1-8], [8:0-3-8,0-1-8], [9:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.98 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.38 0.11 (loc) 12-14 11-12 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 150 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,5-12: 2x4 SPF No.2, 2-17,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-16, 5-12, 3-17, 8-11 REACTIONS.(lb/size)17=1489/0-3-8, 11=1489/0-3-8 Max Horz 17=-149(LC 8) Max Grav 17=1626(LC 2), 11=1626(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-465/47, 3-4=-1986/31, 4-5=-1609/54, 5-7=-1609/54, 7-8=-1987/31, 8-9=-467/47, 2-17=-426/65, 9-11=-427/65 BOT CHORD 16-17=-62/1580, 14-16=-25/2162, 12-14=-25/2162, 11-12=0/1579 WEBS 4-16=0/759, 5-16=-774/112, 5-14=0/457, 5-12=-771/112, 7-12=0/756, 3-17=-1669/0, 8-11=-1666/0 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-3-1, Exterior(2R) 5-3-1 to 13-8-15, Interior(1) 13-8-15 to 22-2-1, Exterior(2R) 22-2-1 to 30-7-15, Interior(1) 30-7-15 to 33-10-0, Exterior(2E) 33-10-0 to 36-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T05 Truss Type HIP Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869170 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-BBWWiIqC5imVWbGN0cFJWxfQEOiRp1jkiAYI4Rzvl6W Scale = 1:66.2 1 2 3 4 5 6 7 8 9 1011 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 3x6 5x6 5x6 3x6 3x6 3x8 MT18HS 2x4 4x8 3x8 2x4 2x4 4x8 5x12 3x6 5x12 3x8 MT18HS0-2-28-11-12 8-11-12 12-6-0 3-6-4 17-11-8 5-5-8 23-5-0 5-5-8 26-11-4 3-6-4 35-11-0 8-11-12 -0-11-0 0-11-0 8-11-12 8-11-12 12-6-0 3-6-4 17-11-8 5-5-8 23-5-0 5-5-8 26-11-4 3-6-4 35-11-0 8-11-12 36-10-0 0-11-0 1-1-09-2-149-5-01-1-09-2-148.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-8], [5:0-3-0,0-1-12], [7:0-3-0,0-1-12], [10:0-5-8,0-1-8], [12:0-3-0,0-1-12], [18:0-3-0,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.86 0.92 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.37 0.06 (loc) 15-17 15-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 163 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-18,10-12: 2x6 SPF No.2, 5-15,7-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-3-10 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-15 REACTIONS.(lb/size)18=1487/0-3-8, 12=1487/0-3-8 Max Horz 18=-188(LC 8) Max Grav 18=1639(LC 2), 12=1639(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2099/22, 4-5=-2022/125, 5-6=-1653/89, 6-7=-1653/89, 7-8=-2022/125, 8-10=-2099/22, 2-18=-1504/44, 10-12=-1504/44 BOT CHORD 17-18=-233/715, 15-17=0/1422, 13-15=0/1422, 12-13=-148/579 WEBS 4-17=-390/215, 6-15=-424/106, 8-13=-389/215, 2-17=0/1139, 10-13=0/1141, 5-17=-142/704, 5-15=-70/511, 7-13=-141/704, 7-15=-70/511 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 8-3-1, Exterior(2R) 8-3-1 to 16-8-15, Interior(1) 16-8-15 to 19-2-1, Exterior(2R) 19-2-1 to 27-7-15, Interior(1) 27-7-15 to 33-10-0, Exterior(2E) 33-10-0 to 36-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T05A Truss Type HIP Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869171 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-8aeG6zsSdJ0DlvPm71HnbMknZCRbHwm1AU1P8Kzvl6U Scale = 1:70.1 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 3x6 5x6 5x6 3x6 4x6 3x6 3x4 3x6 3x6 3x8 3x4 3x6 5x12 4x6 5x12 3x6 0-2-28-11-13 8-11-13 15-6-0 6-6-3 20-5-0 4-11-0 26-11-3 6-6-3 35-11-0 8-11-13 -0-11-0 0-11-0 8-11-13 8-11-13 15-6-0 6-6-3 20-5-0 4-11-0 26-11-3 6-6-3 35-11-0 8-11-13 36-10-0 0-11-0 1-1-011-2-1411-5-01-1-011-2-148.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-8], [4:0-1-12,0-1-8], [5:0-3-0,0-1-12], [7:0-1-12,0-1-8], [9:0-5-8,0-1-8], [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-SH 0.80 0.74 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.32 0.06 (loc) 17-18 17-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 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* 5-15,5-14,6-14: 2x4 SPF No.2, 2-18,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-2 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS.(lb/size)18=1487/0-3-8, 11=1487/0-3-8 Max Horz 18=-224(LC 8) Max Uplift 18=-6(LC 10), 11=-6(LC 11) Max Grav 18=1653(LC 17), 11=1650(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2085/15, 4-5=-1643/88, 5-6=-1275/107, 6-7=-1639/87, 7-9=-2081/15, 2-18=-1508/56, 9-11=-1505/56 BOT CHORD 17-18=-241/732, 15-17=-7/1743, 14-15=0/1328, 12-14=0/1626, 11-12=-132/570 WEBS 4-17=0/287, 4-15=-592/143, 5-15=-41/659, 6-14=-8/611, 7-14=-591/143, 7-12=0/287, 2-17=0/1142, 9-12=0/1144 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 11-3-1, Exterior(2R) 11-3-1 to 24-7-15, Interior(1) 24-7-15 to 33-10-0, Exterior(2E) 33-10-0 to 36-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 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) 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T06 Truss Type COMMON Qty 2 Ply 1 1 Estate at town meadows Job Reference (optional) I39869172 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-0LtnyLvyhYXfEWjXMtMjmCvU?pmYDkLd46?cI5zvl6Q Scale = 1:84.2 1 2 3 4 5 6 7 89 16 15 14 13 12 11 10 17 18 19 20 3x8 5x8 3x8 3x6 3x8 MT18HS 3x8 3x4 3x6 3x4 3x6 4x10 3x6 4x10 3x8 MT18HS 8-11-118-11-11 17-11-88-11-13 26-11-58-11-13 35-11-08-11-11 -0-11-0 0-11-0 8-11-11 8-11-11 17-11-8 8-11-13 26-11-5 8-11-13 35-11-0 8-11-11 36-10-0 0-11-0 1-1-013-0-111-1-08.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [8:0-4-8,0-1-8], [10:0-3-0,0-2-0], [11:0-2-8,0-1-8], [15:0-2-8,0-1-8], [16:0-3-0,0-0-8] 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-SH 0.71 0.87 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.34 0.06 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 159 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-13,6-13,4-13: 2x4 SPF No.2, 2-16,8-10: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 4-13 REACTIONS.(lb/size)16=1487/0-3-8, 10=1487/0-3-8 Max Horz 16=256(LC 9) Max Uplift 16=-15(LC 10), 10=-15(LC 11) Max Grav 16=1674(LC 17), 10=1674(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2122/42, 4-5=-1533/126, 5-6=-1533/126, 6-8=-2122/42, 2-16=-1537/63, 8-10=-1537/63 BOT CHORD 15-16=-235/677, 13-15=-48/1822, 11-13=0/1669, 10-11=-105/492 WEBS 5-13=-2/1112, 6-13=-737/174, 6-11=0/341, 4-13=-737/174, 4-15=0/341, 2-15=0/1255, 8-11=0/1262 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 33-10-0, Exterior(2E) 33-10-0 to 36-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T06A Truss Type COMMON Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869173 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-NJgg?2z5V49yKHbU9QxuTFcKpqUmu_7MEOjNzIzvl6L Scale = 1:82.2 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 3x8 5x8 3x8 3x6 3x8 MT18HS 3x4 3x6 3x8 3x4 3x6 4x10 3x6 4x8 3x6 8-11-138-11-13 17-11-88-11-11 26-8-88-9-0 35-8-08-11-8 -0-11-0 0-11-0 8-11-13 8-11-13 17-11-8 8-11-11 26-8-8 8-9-0 35-8-0 8-11-8 1-1-013-0-111-3-08.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [8:0-3-0,0-2-0], [9:0-3-0,0-1-12], [10:0-2-4,0-1-8], [14:0-2-8,0-1-8], [15:0-3-0,0-0-8] 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-SH 0.71 0.87 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.34 0.06 (loc) 12-14 12-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 158 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-12,5-12,6-12: 2x4 SPF No.2, 2-15,8-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 6-12 REACTIONS.(lb/size)15=1478/0-3-8, 9=1407/Mechanical Max Horz 15=253(LC 7) Max Uplift 15=-15(LC 10) Max Grav 15=1664(LC 17), 9=1598(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2107/42, 4-5=-1515/127, 5-6=-1513/129, 6-8=-2052/42, 2-15=-1528/63, 8-9=-1460/47 BOT CHORD 14-15=-245/671, 12-14=-58/1802, 10-12=0/1616, 9-10=-46/305 WEBS 4-14=0/344, 4-12=-741/174, 5-12=-7/1105, 6-12=-707/173, 6-10=0/311, 2-14=0/1244, 8-10=0/1359 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 32-5-4, Exterior(2E) 32-5-4 to 35-5-4 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 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15. 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T07 Truss Type ROOF SPECIAL Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869174 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-nuMpe4?_o?XWBlK3qYVb4uEs91Uv5InowMx1adzvl6I Scale = 1:85.2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 3x8 5x8 5x10 MT18HS 2x4 3x6 3x8 MT18HS 3x4 3x6 3x8 3x4 5x6 4x6 5x6 4x10 3x6 3x8 MT18HS 0-2-28-11-13 8-11-13 17-11-8 8-11-11 26-11-3 8-11-11 31-10-10 4-11-7 35-8-0 3-9-6 -0-11-0 0-11-0 8-11-13 8-11-13 17-11-8 8-11-11 26-11-3 8-11-11 31-10-10 4-11-7 34-10-10 3-0-0 35-8-0 0-9-6 1-1-03-7-213-0-113-3-03-7-28.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [4:0-1-12,0-1-8], [6:0-3-4,Edge], [7:0-4-4,0-2-8], [8:0-3-0,0-1-0], [11:0-2-8,0-1-8], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.90 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.39 0.07 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 169 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-6: 2x4 SPF 2100F 1.8E, 6-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,5-14,6-14: 2x4 SPF No.2, 2-17: 2x6 SPF No.2 9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-9 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-14 REACTIONS.(lb/size)17=1482/0-3-8, 10=1411/Mechanical Max Horz 17=273(LC 7) Max Uplift 17=-15(LC 10), 10=-4(LC 11) Max Grav 17=1668(LC 17), 10=1559(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2111/43, 4-5=-1518/128, 5-6=-1530/127, 6-7=-1992/56, 7-8=-1583/34, 2-17=-1530/64 BOT CHORD 16-17=-253/672, 14-16=-62/1804, 12-14=-1/1644, 11-12=-7/1535, 10-11=-21/297 WEBS 4-16=0/339, 4-14=-736/175, 5-14=-2/1106, 6-14=-713/164, 6-12=0/335, 7-11=-1294/32, 8-11=0/1888, 2-16=0/1238, 8-10=-1450/45 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 31-10-10, Exterior(2R) 31-10-10 to 34-10-10, Exterior(2E) 34-10-10 to 35-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T07A Truss Type ROOF SPECIAL Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869175 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-jGUZ3m0EKdnER2USyzX39JJ7ErALZFt5OfQ8eWzvl6G Scale = 1:85.2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 3x8 5x8 5x10 MT18HS 5x6 5x6 4x6 3x6 3x8 MT18HS 3x4 3x6 3x8 3x4 4x10 2x4 4x8 3x8 MT18HS 0-2-28-11-13 8-11-13 17-11-8 8-11-11 26-11-4 8-11-12 29-0-2 2-0-15 32-0-2 3-0-0 35-8-0 3-7-14 -0-11-0 0-11-0 8-11-13 8-11-13 17-11-8 8-11-11 26-11-4 8-11-12 29-0-2 2-0-15 32-0-2 3-0-0 35-8-0 3-7-14 1-1-05-6-213-0-113-3-05-6-28.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [4:0-1-12,0-1-8], [6:0-3-4,Edge], [9:0-3-0,0-1-8], [10:0-2-0,0-1-0], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.91 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.39 0.07 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 170 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF 2100F 1.8E, 6-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,5-14,6-14: 2x4 SPF No.2, 2-17: 2x6 SPF No.2 9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-11-11 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-14, 7-11 REACTIONS.(lb/size)17=1482/0-3-8, 10=1411/Mechanical Max Horz 17=273(LC 7) Max Uplift 17=-15(LC 10), 10=-4(LC 11) Max Grav 17=1668(LC 17), 10=1559(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2111/46, 4-5=-1509/130, 5-6=-1531/130, 6-7=-1900/51, 7-8=-932/64, 8-9=-1152/56, 2-17=-1530/66, 9-10=-1497/21 BOT CHORD 16-17=-253/671, 14-16=-62/1804, 12-14=-3/1647, 11-12=0/1612 WEBS 4-16=0/339, 4-14=-737/175, 5-14=-6/1110, 6-14=-700/166, 6-12=0/334, 7-11=-1331/0, 8-11=0/437, 2-16=0/1231, 9-11=0/1232 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 29-0-2, Exterior(2R) 29-0-2 to 32-6-4, Exterior(2E) 32-6-4 to 35-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T07B Truss Type ROOF SPECIAL Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869176 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-gfcJTS2UsE1ygMer3OZXFkPVTesV18?OrzvFjOzvl6E Scale = 1:84.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 3x6 6x6 5x8 5x6 5x6 4x6 3x8 MT18HS 3x4 3x6 3x8 2x4 3x4 4x8 5x8 3x6 0-2-29-1-8 9-1-8 17-11-8 8-10-0 26-0-2 8-0-10 29-0-2 3-0-0 35-8-0 6-7-14 -0-11-0 0-11-0 9-1-8 9-1-8 17-11-8 8-10-0 26-0-2 8-0-10 29-0-2 3-0-0 35-8-0 6-7-14 1-1-07-6-213-0-113-3-07-6-28.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-12], [4:0-1-12,0-1-8], [5:0-3-1,0-3-0], [6:0-3-12,0-2-8], [8:0-3-4,0-1-12], [9:Edge,0-1-8], [15:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.86 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.32 0.06 (loc) 13-15 13-15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 175 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-13,5-13,6-13: 2x4 SPF No.2, 8-9: 2x4 SPF-S Stud 2-16: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-3-9 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-13, 6-10 REACTIONS.(lb/size)16=1482/0-3-8, 9=1411/Mechanical Max Horz 16=272(LC 7) Max Uplift 16=-14(LC 10), 9=-6(LC 11) Max Grav 16=1668(LC 17), 9=1556(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2105/53, 4-5=-1496/139, 5-6=-1482/134, 6-7=-1160/100, 7-8=-1477/75, 8-9=-1448/44, 2-16=-1528/71 BOT CHORD 15-16=-262/705, 13-15=-56/1793, 11-13=0/1577, 10-11=0/1574 WEBS 4-15=0/347, 4-13=-734/167, 5-13=-11/1101, 6-13=-597/132, 6-11=0/284, 6-10=-1009/5, 7-10=0/551, 8-10=0/1251, 2-15=0/1201 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 14-9-12, Exterior(2R) 14-9-12 to 20-9-12, Interior(1) 20-9-12 to 26-0-2, Exterior(2R) 26-0-2 to 32-0-2, Interior(1) 32-0-2 to 32-6-4, Exterior(2E) 32-6-4 to 35-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 9. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T07C Truss Type ROOF SPECIAL Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869177 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-8r9ihn36dY9pIWD1d54mnxxfy2BYmXjX4dfoFrzvl6D Scale = 1:83.8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 3x8 6x6 5x6 5x6 3x4 3x6 3x8 MT18HS 3x4 3x6 4x8 4x8 3x8 4x8 4x10 3x6 0-2-28-11-12 8-11-12 17-11-8 8-11-11 26-0-2 8-0-10 35-8-0 9-7-14 -0-11-0 0-11-0 8-11-12 8-11-12 17-11-8 8-11-11 23-0-2 5-0-10 26-0-2 3-0-0 30-3-7 4-3-5 35-8-0 5-4-9 1-1-09-6-213-0-113-3-09-6-28.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [4:0-1-12,0-1-8], [5:0-3-9,0-3-0], [8:0-2-8,0-1-8], [15:0-2-8,0-1-8], [16:0-3-0,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.94 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.56 0.07 (loc) 10-11 10-11 10 l/defl >999 >761 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 178 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-13,5-13,6-13: 2x4 SPF No.2, 9-10,8-10: 2x4 SPF-S Stud 2-16: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-2-12 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-13, 6-11, 8-10 REACTIONS.(lb/size)16=1482/0-3-8, 10=1411/Mechanical Max Horz 16=272(LC 9) Max Uplift 16=-14(LC 10), 10=-6(LC 11) Max Grav 16=1683(LC 17), 10=1609(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2135/56, 4-5=-1510/143, 5-6=-1451/154, 6-7=-1240/115, 7-8=-1553/112, 2-16=-1547/72 BOT CHORD 15-16=-261/676, 13-15=-58/1822, 11-13=0/1458, 10-11=-14/1097 WEBS 4-15=0/345, 4-13=-738/167, 5-13=-42/1166, 6-13=-564/139, 6-11=-563/66, 7-11=-6/656, 8-11=-2/344, 8-10=-1644/7, 2-15=0/1245 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 14-9-12, Exterior(2R) 14-9-12 to 20-9-12, Interior(1) 20-9-12 to 23-0-2, Exterior(2R) 23-0-2 to 29-0-2, Interior(1) 29-0-2 to 32-6-4, Exterior(2E) 32-6-4 to 35-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T07D Truss Type ROOF SPECIAL Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869178 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-4EHS6T4N99QXXpMPkW7EsM1?_stUEWUqXx8vJjzvl6B Scale = 1:83.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 3x8 6x6 5x6 5x6 4x6 3x6 3x8 MT18HS 3x4 3x6 3x8 3x8 3x4 3x6 5x8 2x4 3x6 0-2-28-11-13 8-11-13 17-11-8 8-11-11 23-0-2 5-0-10 29-11-3 6-11-1 35-8-0 5-8-13 -0-11-0 0-11-0 8-11-13 8-11-13 17-11-8 8-11-11 20-0-2 2-0-10 23-0-2 3-0-0 29-11-3 6-11-1 35-8-0 5-8-13 1-1-011-6-213-0-113-3-011-6-28.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [4:0-1-12,0-1-8], [5:0-2-13,0-3-0], [8:0-1-12,0-1-8], [9:0-3-0,0-1-8], [10:0-2-0,0-1-4], [11:0-2-8,0-1-8], [16:0-2-8,0-1-8], [17:0-3-0,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.91 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.39 0.05 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 191 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,8-13,8-11,2-16,9-11: 2x3 SPF No.2, 2-17: 2x6 SPF No.2 9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-4-2 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-14, 6-13, 8-13 REACTIONS.(lb/size)17=1482/0-3-8, 10=1411/Mechanical Max Horz 17=273(LC 7) Max Uplift 17=-14(LC 10), 10=-6(LC 11) Max Grav 17=1678(LC 17), 10=1582(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2130/45, 4-5=-1497/133, 5-6=-1366/154, 6-7=-1153/142, 7-8=-1493/128, 8-9=-1465/63, 2-17=-1544/65, 9-10=-1505/31 BOT CHORD 16-17=-264/676, 14-16=-58/1817, 13-14=0/1309, 11-13=0/1178 WEBS 4-16=0/354, 4-14=-742/165, 5-14=-58/1165, 6-14=-546/144, 6-13=-374/57, 7-13=-7/541, 8-11=-410/75, 2-16=0/1235, 9-11=0/1306 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 14-9-12, Exterior(2R) 14-9-12 to 17-9-12, Exterior(2E) 17-9-12 to 20-0-2, Exterior(2R) 20-0-2 to 26-0-2, Interior(1) 26-0-2 to 32-6-4, Exterior(2E) 32-6-4 to 35-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T07E Truss Type PIGGYBACK BASE Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869179 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-0cPCX96dgmgFn7Wosx9iyn6NjfbsiOh7?Fd0Oczvl69 Scale = 1:74.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 3x6 5x8 5x8 4x6 4x6 3x6 3x4 3x6 3x6 3x8 3x4 3x6 2x4 5x12 3x6 8-11-138-11-13 16-4-87-4-11 22-6-86-2-0 29-11-47-4-11 35-8-05-8-12 -0-11-0 0-11-0 8-11-13 8-11-13 16-4-8 7-4-11 22-6-8 6-2-0 29-11-4 7-4-11 35-8-0 5-8-12 1-1-012-0-03-3-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-8], [4:0-1-12,0-1-8], [5:0-5-12,0-2-0], [6:0-5-12,0-2-0], [7:0-1-12,0-1-8], [8:Edge,0-1-12], [9:0-2-0,0-1-0], [10:0-2-8,0-1-8], [15:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.79 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.30 0.05 (loc) 15-16 15-16 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-13,5-12,6-12: 2x4 SPF No.2, 8-9: 2x4 SPF-S Stud 2-16: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-6 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 5-12, 7-12 REACTIONS.(lb/size)16=1482/0-3-8, 9=1411/Mechanical Max Horz 16=252(LC 7) Max Uplift 16=-9(LC 10) Max Grav 16=1647(LC 17), 9=1582(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2081/21, 4-5=-1574/100, 5-6=-1147/123, 6-7=-1485/102, 7-8=-1466/35, 8-9=-1509/1, 2-16=-1505/58 BOT CHORD 15-16=-256/708, 13-15=-36/1744, 12-13=0/1264, 10-12=0/1171 WEBS 4-15=0/310, 4-13=-657/152, 5-13=-28/703, 5-12=-254/90, 6-12=-2/480, 7-10=-408/67, 8-10=0/1308, 2-15=0/1144 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-1-9, Exterior(2R) 12-1-9 to 26-9-7, Interior(1) 26-9-7 to 32-6-4, Exterior(2E) 32-6-4 to 35-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T08 Truss Type PIGGYBACK BASE Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869180 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-UpzbkV7FR4o6OH5_QfgxU?fVf3wZRq3GDvMZw2zvl68 Scale = 1:73.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 3x6 5x8 5x8 3x6 4x6 3x6 3x4 3x6 3x6 3x8 3x4 3x6 4x6 4x8 5x12 3x6 8-11-138-11-13 16-4-87-4-11 22-6-86-2-0 29-11-37-4-11 38-11-08-11-13 -0-11-0 0-11-0 8-11-13 8-11-13 16-4-8 7-4-11 22-6-8 6-2-0 29-11-3 7-4-11 38-11-0 8-11-13 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-8], [4:0-1-12,0-1-8], [5:0-5-12,0-2-0], [6:0-5-12,0-2-0], [7:0-1-12,0-1-8], [9:Edge,0-2-0], [11:0-2-0,0-1-8], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.82 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.31 0.07 (loc) 14-16 16-17 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-14,5-13,6-13: 2x4 SPF No.2, 9-10,2-17: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-3-10 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS.(lb/size)17=1608/0-3-8, 10=1537/0-5-8 Max Horz 17=232(LC 7) Max Uplift 17=-3(LC 10) Max Grav 17=1781(LC 17), 10=1714(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2299/11, 4-5=-1807/89, 5-6=-1410/112, 6-7=-1805/90, 7-9=-2291/7, 9-10=-1570/37, 2-17=-1638/52 BOT CHORD 16-17=-251/720, 14-16=-23/1919, 13-14=0/1452, 11-13=0/1811, 10-11=-61/410 WEBS 4-16=0/295, 4-14=-639/153, 5-14=-27/697, 6-13=0/659, 7-13=-648/155, 7-11=0/289, 9-11=0/1438, 2-16=0/1314 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-1-9, Exterior(2R) 12-1-9 to 26-9-7, Interior(1) 26-9-7 to 35-8-4, Exterior(2E) 35-8-4 to 38-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T08A Truss Type PIGGYBACK BASE Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869181 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-RB4L9B8Vzh2pebFNX4iPZQktftc1vkgZhDrg?xzvl66 Scale = 1:74.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 3x6 5x8 5x8 3x6 4x6 3x6 3x4 3x6 3x6 3x8 3x4 3x6 4x6 5x12 5x12 3x6 8-11-138-11-13 16-4-87-4-11 22-6-86-2-0 29-11-37-4-11 38-11-08-11-13 -0-11-0 0-11-0 8-11-13 8-11-13 16-4-8 7-4-11 22-6-8 6-2-0 29-11-3 7-4-11 38-11-0 8-11-13 39-10-0 0-11-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-8], [4:0-1-12,0-1-8], [5:0-5-12,0-2-0], [6:0-5-12,0-2-0], [7:0-1-12,0-1-8], [9:0-5-8,0-1-8], [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-SH 0.79 0.82 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.31 0.07 (loc) 15-17 17-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 183 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* 5-15,5-14,6-14: 2x4 SPF No.2, 9-11,2-18: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-3-12 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS.(lb/size)18=1607/0-3-8, 11=1607/0-5-8 Max Horz 18=-237(LC 8) Max Uplift 18=-3(LC 10), 11=-3(LC 11) Max Grav 18=1780(LC 17), 11=1777(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2297/11, 4-5=-1806/88, 5-6=-1409/111, 6-7=-1801/88, 7-9=-2293/11, 9-11=-1634/52, 2-18=-1637/52 BOT CHORD 17-18=-242/727, 15-17=-14/1925, 14-15=0/1457, 12-14=0/1803, 11-12=-125/555 WEBS 4-17=0/295, 4-15=-639/153, 5-15=-27/698, 6-14=0/654, 7-14=-639/153, 7-12=0/295, 9-12=0/1315, 2-17=0/1313 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-1-9, Exterior(2R) 12-1-9 to 26-9-7, Interior(1) 26-9-7 to 36-10-0, Exterior(2E) 36-10-0 to 39-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 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) 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T09 Truss Type PIGGYBACK BASE Qty 6 Ply 1 1 Estate at town meadows Job Reference (optional) I39869182 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-NaC5asAmVJIXtuPmfUltfrpBZgITNe1s8XKn3pzvl64 Scale = 1:73.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 3x6 5x8 5x8 3x6 4x6 3x6 3x4 3x6 3x6 3x8 3x4 3x6 4x6 5x12 4x8 3x6 8-11-138-11-13 16-4-87-4-11 22-6-86-2-0 29-11-37-4-11 38-11-08-11-13 8-11-13 8-11-13 16-4-8 7-4-11 22-6-8 6-2-0 29-11-3 7-4-11 38-11-0 8-11-13 39-10-0 0-11-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-0], [3:0-1-12,0-1-8], [4:0-5-12,0-2-0], [5:0-5-12,0-2-0], [6:0-1-12,0-1-8], [8:0-5-8,0-1-8], [11:0-2-8,0-1-8], [16:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.82 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.31 0.07 (loc) 14-16 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,4-13,5-13: 2x4 SPF No.2, 8-10,1-17: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-3-10 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 4-13, 6-13 REACTIONS.(lb/size)17=1537/Mechanical, 10=1608/0-5-8 Max Horz 17=-232(LC 6) Max Uplift 10=-3(LC 11) Max Grav 17=1717(LC 17), 10=1778(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2295/7, 3-4=-1809/90, 4-5=-1410/112, 5-6=-1802/89, 6-8=-2294/11, 8-10=-1635/52, 1-17=-1573/37 BOT CHORD 16-17=-192/579, 14-16=-15/1933, 13-14=0/1459, 11-13=0/1804, 10-11=-125/555 WEBS 3-16=0/289, 3-14=-649/155, 4-14=-28/704, 5-13=0/654, 6-13=-639/153, 6-11=0/295, 8-11=0/1316, 1-16=0/1442 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 12-1-9, Exterior(2R) 12-1-9 to 26-9-7 , Interior(1) 26-9-7 to 36-10-0, Exterior(2E) 36-10-0 to 39-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T10 Truss Type HIP Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869183 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-rmmUnCBOGcQOV2zyCCG6B2MLk4f36?_?NB4KcFzvl63 Scale = 1:87.1 1 2 3 4 5 67 8 19 18 17 16 15 14 13 12 11 10 9 20 21 22 23 24 5x6 5x10 MT18HS 6x6 5x12 3x4 3x6 5x12 4x6 3x4 3x6 3x4 4x6 6x16 4x8 5x12 4x8 2x4 0-2-23-7-5 3-7-5 12-6-0 8-10-11 20-5-0 7-11-0 20-11-0 0-6-0 22-9-8 1-10-8 29-11-3 7-1-11 38-8-0 8-8-13 3-7-5 3-7-5 12-6-0 8-10-11 20-5-0 7-11-0 20-11-0 0-6-0 22-9-8 1-10-8 29-11-3 7-1-11 38-8-0 8-8-13 5-1-013-2-1413-5-01-3-03-0-013-2-148.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [2:0-1-12,0-1-8], [3:0-6-0,0-1-8], [5:0-2-12,0-2-0], [7:0-0-0,0-1-12], [7:0-2-0,0-3-0], [8:Edge,0-2-0], [9:0-3-0,0-2-0], [10:0-3-4,0-1-8], [12:0-7-4,0-3-8], [13:0-6-0,0-2-0], [17:0-8-0,0-2-8], [18:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.73 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.41 0.17 (loc) 15-17 15-17 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 222 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 3-4,4-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-17,3-17,4-17,4-15: 2x4 SPF No.2, 1-19: 2x4 SPF-S Stud 8-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. WEBS 1 Row at midpt 2-18, 4-17, 5-13, 1-19 REACTIONS.(lb/size)19=1535/Mechanical, 9=1535/Mechanical Max Horz 19=-285(LC 6) Max Grav 19=1687(LC 2), 9=1656(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-977/57, 2-3=-1454/111, 3-4=-1106/137, 4-5=-1919/94, 5-6=-2352/33, 6-8=-2141/15, 1-19=-1685/0, 8-9=-1516/40 BOT CHORD 18-19=-227/255, 17-18=-95/959, 12-13=0/1867, 5-12=0/967, 9-10=-56/327 WEBS 2-18=-897/85, 2-17=-62/415, 3-17=0/364, 4-17=-940/0, 13-17=0/1674, 5-13=-1031/110, 10-12=0/1817, 6-12=-83/278, 6-10=-705/57, 1-18=0/1404, 8-10=0/1397, 4-13=0/1544 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-3-1, Exterior(2R) 8-3-1 to 24-7-15, Interior(1) 24-7-15 to 35-5-4, Exterior(2E) 35-5-4 to 38-5-4 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T11 Truss Type HIP Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869184 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-n9uECuCeoEg6kM7KKdIaGTRnduG?axJIqVZRg8zvl61 Scale = 1:73.7 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 23 24 25 26 27 2x4 5x6 5x6 3x8 3x8 3x6 2x4 3x6 3x8 5x12 4x6 6x10 2x4 5x12 3x4 4x8 4x8 4x8 0-2-29-6-0 9-6-0 19-5-0 9-11-0 22-9-8 3-4-8 23-5-0 0-7-8 29-11-4 6-6-3 38-8-0 8-8-12 3-11-14 3-11-14 9-6-0 5-6-2 14-5-8 4-11-8 19-5-0 4-11-8 22-9-8 3-4-8 23-5-0 0-7-8 29-11-4 6-6-3 38-8-0 8-8-12 5-1-011-2-1411-5-01-3-03-0-011-2-148.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [6:0-3-0,0-1-12], [7:0-1-12,0-1-8], [9:Edge,0-2-0], [10:0-3-0,0-2-4], [11:0-3-4,0-1-8], [14:0-7-12,0-3-8], [15:0-4-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.59 0.96 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.57 0.16 (loc) 18-19 18-19 10 l/defl >999 >801 n/a L/d 240 180 n/a PLATES MT20 Weight: 215 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8,8-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-18,4-18,15-18,6-12: 2x4 SPF No.2, 1-19,2-19: 2x4 SPF-S Stud 9-10: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-11 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 18-19 9-8-5 oc bracing: 16-18. 1 Row at midpt 5-15 WEBS 1 Row at midpt 4-18, 2-19 REACTIONS.(lb/size)10=1541/Mechanical, 19=1538/Mechanical Max Horz 19=-248(LC 6) Max Grav 10=1677(LC 2), 19=1715(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1433/90, 3-4=-1140/105, 4-5=-2052/46, 5-6=-2061/46, 6-7=-2524/0, 7-9=-2191/0, 9-10=-1536/24 BOT CHORD 18-19=-101/848, 5-15=-305/82, 14-15=0/2010, 10-11=-52/326 WEBS 2-18=-24/619, 3-18=0/526, 4-18=-1143/44, 15-18=-29/1626, 4-15=0/891, 6-15=-146/278, 6-14=0/1041, 7-14=-103/409, 7-11=-792/38, 2-19=-1627/0, 9-11=0/1437, 11-14=0/1931 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-3-1, Exterior(2R) 5-3-1 to 13-8-15, Interior(1) 13-8-15 to 19-2-1, Exterior(2R) 19-2-1 to 27-7-15, Interior(1) 27-7-15 to 35-5-4, Exterior(2E) 35-5-4 to 38-5-4 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T12 Truss Type HIP Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869185 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-FLScPEDGZXozMWiXuKppph_yjIeSJRMS39I_Cazvl60 Scale = 1:70.7 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 6x6 5x6 3x6 4x8 2x4 3x6 4x8 3x6 3x4 3x4 3x8 3x4 3x8 3x6 5x6 3x6 0-2-26-6-0 6-6-0 16-5-8 9-11-8 26-5-0 9-11-8 32-3-11 5-10-10 38-8-0 6-4-5 6-6-0 6-6-0 13-1-11 6-7-11 19-9-5 6-7-11 26-5-0 6-7-11 32-3-11 5-10-10 38-8-0 6-4-5 5-1-09-2-149-5-01-3-09-2-148.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [7:0-1-12,0-1-8], [10:0-2-8,0-1-8], [16:0-2-4,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.88 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.54 0.07 (loc) 13-15 13-15 9 l/defl >999 >856 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-15,5-11: 2x4 SPF No.2, 1-16: 2x4 SPF-S Stud, 8-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-1 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-13, 5-11, 1-16 REACTIONS.(lb/size)16=1532/Mechanical, 9=1532/Mechanical Max Horz 16=-211(LC 8) Max Grav 16=1725(LC 2), 9=1700(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1350/58, 2-3=-1057/86, 3-5=-1884/35, 5-6=-1616/67, 6-7=-2027/42, 7-8=-2183/0, 1-16=-1655/0, 8-9=-1586/1 BOT CHORD 13-15=-68/1699, 11-13=-27/1886, 10-11=0/1750 WEBS 2-15=0/448, 3-15=-1098/109, 3-13=0/547, 5-11=-526/140, 6-11=0/795, 7-11=-263/133, 1-15=-8/1319, 8-10=0/1588 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) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 10-8-15, Interior(1) 10-8-15 to 22-2-1, Exterior(2R) 22-2-1 to 30-7-15, Interior(1) 30-7-15 to 35-5-4, Exterior(2E) 35-5-4 to 38-5-4 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T13 Truss Type HIP Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869186 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-CkZNqwEX592hbpsv?lsHu63I55PHnKrlXTn5HTzvl6_ Scale = 1:70.1 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 5x6 5x8 3x6 3x4 2x4 3x6 4x6 4x8 2x4 2x4 3x8 3x8 3x8 4x6 5x6 3x8 MT18HS 0-2-23-6-0 3-6-0 12-2-4 8-8-4 20-8-12 8-6-8 29-5-0 8-8-4 38-8-0 9-3-0 3-6-0 3-6-0 12-2-4 8-8-4 20-8-12 8-6-8 29-5-0 8-8-4 33-9-7 4-4-7 38-8-0 4-10-9 5-1-07-2-147-5-01-3-07-2-148.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [2:0-4-8,0-1-12], [7:0-2-0,0-1-8], [9:0-2-8,0-2-0], [14:0-3-8,0-2-0], [15:0-2-8,0-1-8], [16:0-2-4,0-1-0] 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-SH 0.64 0.54 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.35 0.08 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 170 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-4,4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-14,5-14,5-10: 2x4 SPF No.2, 1-16: 2x4 SPF-S Stud 8-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-1 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-15, 5-14, 5-10, 1-16, 7-9 REACTIONS.(lb/size)16=1532/Mechanical, 9=1532/Mechanical Max Horz 16=-175(LC 8) Max Uplift 16=-6(LC 7) Max Grav 16=1733(LC 2), 9=1699(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-969/59, 2-3=-2146/83, 3-5=-2144/82, 5-6=-1735/58, 6-7=-2134/53, 7-8=-355/33, 1-16=-1741/12, 8-9=-295/41 BOT CHORD 14-15=-87/805, 12-14=-75/2480, 10-12=-75/2480, 9-10=0/1641 WEBS 2-15=-878/127, 2-14=-107/1730, 3-14=-565/154, 5-14=-440/33, 5-12=0/469, 5-10=-1004/131, 6-10=0/829, 1-15=-41/1420, 7-9=-1910/12 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 7-8-15, Interior(1) 7-8-15 to 25-2-1 , Exterior(2R) 25-2-1 to 33-10-12, Interior(1) 33-10-12 to 35-5-4, Exterior(2E) 35-5-4 to 38-5-4 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T14 Truss Type COMMON Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869187 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-gw7l2GF9sSAYDzR6ZTNWRJcYHVraWyQul7Xeovzvl5z Scale = 1:46.3 1 2 3 4 5 8 7 6 9 10 4x6 2x4 2x4 3x8 3x4 3x4 4-5-124-5-12 8-11-84-5-12 -0-11-0 0-11-0 4-5-12 4-5-12 8-11-8 4-5-12 9-10-8 0-11-0 2-7-07-0-122-7-012.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [4:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.15 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=410/0-5-8, 6=410/0-5-8 Max Horz 8=163(LC 9) Max Uplift 8=-3(LC 11), 6=-3(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-258/128, 3-4=-258/128, 2-8=-377/131, 4-6=-377/131 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) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 6-10-8, Exterior(2E) 6-10-8 to 9-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T15 Truss Type COMMON Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869188 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-cJFVTxHPN4RFSHbUgtP_WkhuJJTh_rIBDR0ltozvl5x Scale = 1:46.3 1 2 3 4 8 6 5 9 10 7 4x6 4x6 3x4 3x4 3x8 4x6 0-8-00-8-0 4-5-123-9-12 8-11-84-5-12 -0-11-0 0-11-0 4-5-12 4-5-12 8-11-8 4-5-12 2-7-07-0-122-7-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [4:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.32 0.37 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 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* 2-8,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=308/0-3-0, 7=449/0-3-8 Max Horz 7=156(LC 7) Max Uplift 5=-6(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-348/110, 4-5=-255/87 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) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 5-9-12, Exterior(2E) 5-9-12 to 8-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T16 Truss Type COMMON Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869189 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-4VptgHI18NZ64RAhEbwD3yE3wiqsjIfKR5lJPEzvl5w Scale = 1:46.3 1 2 3 7 5 4 8 9 6 4x6 4x6 4x6 2x4 2x4 3x8 0-8-00-8-0 4-5-123-9-12 8-11-84-5-12 4-5-12 4-5-12 8-11-8 4-5-12 2-7-07-0-122-7-012.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.26 0.31 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=318/0-3-0, 6=376/0-3-8 Max Horz 6=143(LC 7) Max Uplift 4=-2(LC 10), 6=-1(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-284/79, 3-4=-267/75 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, Exterior(2R) 3-1-12 to 5-9-12, Exterior(2E) 5-9-12 to 8-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T17 Truss Type Roof Special Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869190 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-0uxe5zJHg?pqJkJ3L0zh8NJPnWTTBA9dvOEPT7zvl5u Scale = 1:36.1 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 4x6 4x6 4x6 4x6 4x6 2x4 2x4 4x10 4x10 3x4 3x4 3-2-113-2-11 11-8-58-5-11 14-11-03-2-11 -1-0-0 1-0-0 0-11-0 0-11-0 3-2-11 2-3-11 7-5-8 4-2-13 11-8-5 4-2-13 14-0-0 2-3-11 14-11-0 0-11-0 15-11-0 1-0-0 1-5-02-4-05-6-21-5-02-4-012.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-4-4,0-1-12], [5:0-3-0,0-1-4], [7:0-4-4,0-1-12], [8:0-1-4,0-1-8], [11:0-4-12,0-2-0], [12:0-4-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.24 0.49 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.31 0.01 (loc) 11-12 11-12 10 l/defl >999 >561 n/a L/d 240 180 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)13=654/0-3-8, 10=654/0-3-8 Max Horz 13=126(LC 9) Max Uplift 13=-17(LC 10), 10=-17(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-567/27, 3-4=-692/33, 4-5=-1054/128, 5-6=-1054/128, 6-7=-692/33, 7-8=-567/27, 2-13=-664/45, 8-10=-664/45 BOT CHORD 11-12=0/401 WEBS 3-12=-39/453, 4-12=-779/124, 5-12=-40/594, 5-11=-40/594, 6-11=-779/124, 7-11=-39/453, 2-12=0/412, 8-11=0/412 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) -1-0-0 to 3-2-11, Interior(1) 3-2-11 to 4-5-8, Exterior(2R) 4-5-8 to 10-5-8, Interior(1) 10-5-8 to 14-0-0, Exterior(2E) 14-0-0 to 15-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T18 Truss Type ROOF SPECIAL Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869191 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-zG2OWfLYCc3YY2TSTR?9DoOjXK39fzNwMijWY?zvl5s Scale = 1:47.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 4x6 5x6 4x6 4x6 2x4 3x6 3x4 4x8 3x4 3x6 4x6 2x4 4x6 3x8 0-1-130-1-135-0-0 5-0-0 9-11-0 4-11-0 12-7-0 2-8-0 22-11-0 10-4-0 25-3-0 2-4-0 -0-11-0 0-11-0 5-0-0 5-0-0 9-11-0 4-11-0 12-7-0 2-8-0 17-9-0 5-2-0 22-11-0 5-2-0 25-3-0 2-4-0 26-2-0 0-11-0 1-5-06-3-33-7-36-5-01-5-06-3-312.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-4,0-1-8], [4:0-3-8,0-2-4], [5:0-4-8,0-2-0], [7:0-3-0,0-1-8], [11:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.86 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.54 0.04 (loc) 11-12 11-12 10 l/defl >999 >551 n/a L/d 240 180 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-16,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-4 max.): 3-4, 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 6-11 REACTIONS.(lb/size)16=1062/0-3-8, 10=1062/0-3-8 Max Horz 16=-140(LC 8) Max Uplift 10=-40(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1040/59, 3-4=-997/85, 4-5=-1477/88, 5-6=-1901/31, 6-7=-630/32, 7-8=-935/10, 2-16=-1020/58, 8-10=-1129/0 BOT CHORD 14-15=-34/663, 12-14=0/1899, 11-12=-56/1568 WEBS 3-14=-39/553, 4-14=-6/773, 5-14=-1462/38, 6-12=0/431, 6-11=-1109/93, 7-11=0/465, 2-15=0/592, 8-11=0/766 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) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 9-11-0, Exterior(2E) 9-11-0 to 12-7-0, Interior(1) 12-7-0 to 19-11-0, Exterior(2R) 19-11-0 to 22-11-0, Exterior(2E) 22-11-0 to 26-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T19 Truss Type COMMON Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869192 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-RTcmj?LAzwBPAC2e18WOm?xrcjYwOYr3bMT34Rzvl5r Scale = 1:50.4 1 2 3 6 5 4 7 8 9 10 5x6 4x6 5x6 3x4 3x4 3x8 6-7-86-7-8 13-3-06-7-8 6-7-8 6-7-8 13-3-0 6-7-8 1-5-48-0-121-5-412.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-4], [3:Edge,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.31 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=518/0-5-8, 4=518/0-3-8 Max Horz 6=152(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-484/93, 2-3=-484/93, 1-6=-461/76, 3-4=-461/76 WEBS 2-5=0/254 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-7-8, Exterior(2R) 3-7-8 to 9-7-8, Interior(1) 9-7-8 to 10-1-4, Exterior(2E) 10-1-4 to 13-1-4 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss T20 Truss Type Common Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869193 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-vfA8xLMokDJGoMdqas1dIDU047uF7?HDq0Cdcuzvl5q Scale = 1:35.0 1 2 3 6 5 4 7 8 3x6 4x6 3x6 3x6 3x6 2x4 5-9-85-9-8 11-7-05-9-8 5-9-8 5-9-8 11-7-0 5-9-8 1-2-05-6-21-2-09.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-0-4], [6:0-3-0,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.54 0.24 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=452/0-3-8, 4=452/0-3-8 Max Horz 6=-103(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-437/83, 2-3=-437/83, 1-6=-378/85, 3-4=-378/85 BOT CHORD 5-6=0/267, 4-5=0/267 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) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 8-5-4, Exterior(2E) 8-5-4 to 11-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss TG01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869194 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-JEsHZMOg18hrfpMPG_bKwr6VNLpEKCofW_RHDDzvl5n Scale = 1:47.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 4x8 5x8 6x6 4x6 2x4 4x6 3x6 5x12 3x6 3x8 4x6 3x6 5x16 MT18HS0-1-130-1-43-8-0 3-8-0 11-3-0 7-7-0 13-11-0 2-8-0 24-3-0 10-4-0 25-3-0 1-0-0 -0-11-0 0-11-0 3-8-0 3-8-0 11-3-0 7-7-0 13-11-0 2-8-0 19-1-0 5-2-0 24-3-0 5-2-0 25-3-0 1-0-0 26-2-0 0-11-0 1-5-04-11-32-3-125-1-01-5-04-11-312.00 12 Plate Offsets (X,Y)-- [3:0-4-12,0-1-8], [4:0-4-12,0-1-8], [5:0-3-0,Edge], [6:0-2-12,0-1-8], [7:0-3-4,0-2-0], [8:0-1-12,0-1-12], [10:Edge,0-3-8], [10:0-0-0,0-1-12], [11:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.67 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.35 0.04 (loc) 11-12 11-12 10 l/defl >999 >857 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 120 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-14,2-16,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-8 max.): 3-4, 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 6-11 REACTIONS.(lb/size)16=1062/0-3-8, 10=1058/0-3-8 Max Horz 16=-114(LC 6) Max Uplift 10=-136(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1026/27, 3-4=-1380/93, 4-5=-1997/91, 5-6=-3106/171, 6-7=-518/57, 7-8=-876/69, 2-16=-1048/0, 8-10=-834/66 BOT CHORD 14-15=-56/693, 12-14=-144/3120, 11-12=-266/2312, 10-11=-37/473 WEBS 3-14=-74/819, 4-14=-18/1039, 5-14=-2163/195, 6-12=0/853, 6-11=-1926/247, 7-11=0/665, 2-15=-24/706 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 8 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=136. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 33 lb up at 15-5-4, 50 lb down and 33 lb up at 17-5-4, 50 lb down and 33 lb up at 19-5-4, 50 lb down and 33 lb up at 21-5-4, and 50 lb down and 34 lb up at 23-5-4, and 54 lb down and 49 lb up at 24-3-0 on top chord, and 12 lb down and 11 lb up at 15-5-4, 12 lb down and 11 lb up at 17-5-4, 12 lb down and 11 lb up at 19-5-4, 12 lb down and 11 lb up at 21-5-4, and 12 lb down and 11 lb up at 23-5-4, and 10 lb down and 12 lb up at 24-3-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss TG01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869194 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:56 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-JEsHZMOg18hrfpMPG_bKwr6VNLpEKCofW_RHDDzvl5n 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-7=-60, 7-8=-60, 8-9=-60, 10-16=-20 Concentrated Loads (lb) Vert: 11=3(B) 22=0(B) 23=0(B) 24=0(B) 25=0(B) 26=0(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 1 Estate at town meadows Job Reference (optional) I39869195 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-nQQfmiPJoSpiGzwcph6ZT3ef4kDH3gIoleAqmfzvl5m Scale = 1:50.0 1 2 3 6 5 47891011 12x18 MT18HS 4x6 12x18 MT18HS 10x10 6-7-86-7-8 13-3-06-7-8 6-7-8 6-7-8 13-3-0 6-7-8 1-5-48-0-121-5-412.00 12 Plate Offsets (X,Y)-- [1:Edge,0-10-12], [2:0-2-12,0-2-0], [3:Edge,0-10-12], [4:0-1-12,0-0-0], [5:0-5-0,0-6-4], [6:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.43 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 169 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-5,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=5573/0-5-8, 4=5204/0-3-8 Max Horz 6=148(LC 5) Max Grav 6=6069(LC 2), 4=5707(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4038/60, 2-3=-4039/60, 1-6=-3295/22, 3-4=-3272/29 BOT CHORD 5-6=-184/695, 4-5=-62/772 WEBS 2-5=0/5238, 1-5=-52/2211, 3-5=-98/2065 NOTES-(10-11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1543 lb down at 0-1-12, 1539 lb down and 24 lb up at 2-4-12, 1539 lb down and 24 lb up at 4-4-12, 1536 lb down and 26 lb up at 6-4-12, 1589 lb down and 26 lb up at 8-4-12, and 1560 lb down and 26 lb up at 10-4-12, and 1564 lb down at 12-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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.). LOAD CASE(S) Standard Continued on page 2 January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 1 Estate at town meadows Job Reference (optional) I39869195 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:11:58 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-nQQfmiPJoSpiGzwcph6ZT3ef4kDH3gIoleAqmezvl5m LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 6=-1395(B) 5=-1391(B) 7=-1391(B) 8=-1391(B) 9=-1391(B) 10=-1391(B) 11=-1393(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 1 Estate at town meadows Job Reference (optional) I39869196 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-C?5oPkSB4NCG8RfAVqfG4hGDByCoG?sFRcPVM_zvl5j Scale = 1:53.1 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 917181920212223242526 4x8 10x16 MT18HS 6x18 MT18HS 10x10 8x16 5x10 MT18HS 5x10 MT18HS8x8 6x8 8x8 5x8 3x6 5x8 8x10 3x8 0-1-130-1-136-1-0 6-1-0 8-10-0 2-9-0 11-6-0 2-8-0 16-8-0 5-2-0 21-10-0 5-2-0 25-3-0 3-5-0 6-1-0 6-1-0 8-10-0 2-9-0 11-6-0 2-8-0 16-8-0 5-2-0 21-10-0 5-2-0 25-3-0 3-5-0 26-2-0 0-11-0 1-5-07-4-34-8-37-6-01-5-07-4-312.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [2:0-1-12,0-3-0], [3:1-3-4,0-2-8], [5:0-1-8,0-1-8], [6:0-2-3,Edge], [7:0-3-4,0-2-0], [10:0-3-0,0-4-4], [11:0-4-8,0-1-8], [13:0-3-8,0-4-12], [14:0-1-12,0-1-8], [15:0-3-8,0-4-8], [16:0-0-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.57 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.34 0.05 (loc) 11-13 11-13 9 l/defl >999 >885 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 502 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 2-3,6-8: 2x4 SPF No.2, 3-4: 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-14: 2x4 SPF-S Stud, 1-16,7-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3, 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=10482/0-3-8, 9=9452/0-3-8 Max Horz 16=-154(LC 6) Max Grav 16=11339(LC 2), 9=9731(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-10694/0, 2-3=-9064/0, 3-4=-12535/0, 4-5=-16332/0, 5-6=-7572/0, 6-7=-10354/0, 1-16=-8844/0, 7-9=-9975/0 BOT CHORD 15-16=0/1425, 14-15=0/7579, 13-14=0/16255, 11-13=0/14979, 10-11=0/14979 WEBS 2-15=0/3520, 2-14=0/4291, 3-14=0/8408, 4-14=-13452/0, 4-13=0/2305, 5-13=0/1802, 5-10=-9761/0, 6-10=0/7097, 1-15=0/6204, 7-10=0/7641, 5-11=0/4864 NOTES-(13-14) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) The Fabrication Tolerance at joint 2 = 16% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) 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 January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 1 Estate at town meadows Job Reference (optional) I39869196 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:00 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-C?5oPkSB4NCG8RfAVqfG4hGDByCoG?sFRcPVM_zvl5j NOTES-(13-14) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1690 lb down at 1-2-4, 1690 lb down at 3-2-4, 1690 lb down at 5-2-4, 1690 lb down at 7-2-4, 1690 lb down at 9-2-4, 1690 lb down at 11-2-4, 1667 lb down at 13-2-4, 1695 lb down at 15-2-4, 1705 lb down at 17-2-4, and 1713 lb down and 26 lb up at 19-2-4, and 2721 lb down and 991 lb up at 21-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-6=-60, 6-7=-60, 7-8=-60, 9-16=-20 Concentrated Loads (lb) Vert: 12=-1515(F) 17=-1518(F) 18=-1517(F) 19=-1517(F) 20=-1517(F) 21=-1517(F) 22=-1517(F) 23=-1518(F) 24=-1512(F) 25=-1512(F) 26=-2721(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss TG04 Truss Type COMMON GIRDER Qty 1 Ply 2 1 Estate at town meadows Job Reference (optional) I39869197 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-gBfAc4SprhK7laEN2XAVdvpOIMd3?PfOfG82vQzvl5i Scale = 1:52.3 1 2 3 4 8 7 6 5910111213 12x18 MT18HS 6x8 12x18 MT18HS10x10 10x10 4-8-84-8-8 9-2-84-6-0 13-11-04-8-8 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 1-5-08-4-81-5-012.00 12 Plate Offsets (X,Y)-- [1:Edge,0-10-9], [5:0-1-12,0-0-0], [5:Edge,0-10-9], [6:0-5-0,0-6-0], [7:0-5-0,0-6-0], [8:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.25 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.10 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 185 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-8,3-5: 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. REACTIONS.(lb/size)8=5274/0-5-8, 5=4597/0-3-8 Max Horz 8=-166(LC 4) Max Grav 8=5538(LC 2), 5=4597(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5098/0, 2-3=-4929/0, 1-8=-4402/0, 3-5=-4333/0 BOT CHORD 7-8=-107/622, 6-7=0/2474, 5-6=-202/481 WEBS 2-6=-364/3331, 2-7=0/3668, 1-7=0/3135, 3-6=0/3136 NOTES-(10-11) 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: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1608 lb down at 1-10-4, 1642 lb down at 3-10-4, 1658 lb down at 5-10-4, and 1655 lb down at 7-10-4, and 2657 lb down and 867 lb up at 9-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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.). LOAD CASE(S) Standard Continued on page 2 January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss TG04 Truss Type COMMON GIRDER Qty 1 Ply 2 1 Estate at town meadows Job Reference (optional) I39869197 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:02 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-8ODYqQTRc_S_NkpZcEhk96LZ2lzIksvXuwubRszvl5h LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 9=-1515(B) 10=-1521(B) 11=-1512(B) 12=-1512(B) 13=-2657(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss TG06 Truss Type HIP GIRDER Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869198 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-4mLJE5Vi8ciic2zykfkCFXRoiZcUCm2qMENiVlzvl5f Scale = 1:68.8 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 1120212223242526272829303132333435 8x8 3x8 3x6 4x6 5x10 MT18HS6x10 2x4 4x10 2x4 2x4 4x8 2x4 5x8 4x10 4x8 7x16 MT18HS 3x8 5x10 MT18HS 5x8 0-1-10-6-0 0-6-0 6-11-14 6-5-14 13-4-7 6-4-10 19-9-1 6-4-10 26-1-10 6-4-10 32-5-0 6-3-6 38-8-0 6-3-0 0-6-0 0-6-0 6-11-14 6-5-14 13-4-7 6-4-10 19-9-1 6-4-10 26-1-10 6-4-10 32-5-0 6-3-6 35-4-7 2-11-7 38-8-0 3-3-9 0-5-85-5-01-3-05-3-158.00 12 Plate Offsets (X,Y)-- [1:0-6-0,0-1-8], [3:0-5-0,0-1-8], [7:0-2-8,0-1-8], [8:0-4-0,0-1-9], [9:0-3-0,0-1-8], [11:Edge,0-4-0], [12:0-3-0,0-2-0], [18:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.39 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.34 -0.54 0.10 (loc) 15-17 15-17 11 l/defl >999 >853 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 210 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 8-10: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-18: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-3 max.): 1-8. BOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing. WEBS 1 Row at midpt 1-18, 3-18, 9-11 2 Rows at 1/3 pts 7-12, 1-19 REACTIONS.(lb/size)19=2741/Mechanical, 11=2677/Mechanical Max Horz 19=-137(LC 4) Max Uplift 19=-971(LC 4), 11=-847(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3199/1136, 2-3=-3199/1136, 3-5=-5346/1866, 5-7=-5346/1866, 7-8=-2821/985, 8-9=-3450/1183, 9-10=-441/163, 1-19=-2476/860, 10-11=-338/110 BOT CHORD 17-18=-1707/4842, 15-17=-1707/4842, 13-15=-1602/4696, 12-13=-1602/4696, 11-12=-791/2507 WEBS 1-18=-1383/3915, 2-18=-432/129, 3-18=-2080/737, 3-17=-207/591, 3-15=-230/637, 5-15=-376/106, 7-15=-326/855, 7-13=-212/609, 7-12=-2398/864, 8-12=-585/1641, 9-12=-256/591, 9-11=-3078/981 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=971, 11=847. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss TG06 Truss Type HIP GIRDER Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869198 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:04 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-4mLJE5Vi8ciic2zykfkCFXRoiZcUCm2qMENiVlzvl5f NOTES-(12-13) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 154 lb down and 95 lb up at 0-10-4, 151 lb down and 98 lb up at 2-10-4, 151 lb down and 98 lb up at 4-10-4, 151 lb down and 98 lb up at 6-10-4, 151 lb down and 98 lb up at 8-10-4, 151 lb down and 98 lb up at 10-10-4, 151 lb down and 98 lb up at 12-10-4, 151 lb down and 98 lb up at 14-10-4, 151 lb down and 98 lb up at 16-10-4, 151 lb down and 98 lb up at 18-10-4, 151 lb down and 98 lb up at 20-10-4, 151 lb down and 98 lb up at 22-10-4, 151 lb down and 98 lb up at 24-10-4, 151 lb down and 98 lb up at 26-10-4, 151 lb down and 98 lb up at 28-10-4, 151 lb down and 98 lb up at 30-10-4, 151 lb down and 98 lb up at 32-10-4, and 151 lb down and 98 lb up at 34-10-4, and 151 lb down and 98 lb up at 36-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-60, 8-10=-60, 11-19=-20 Concentrated Loads (lb) Vert: 18=-123 12=-123 14=-123 20=-126 21=-123 22=-123 23=-123 24=-123 25=-123 26=-123 27=-123 28=-123 29=-123 30=-123 31=-123 32=-123 33=-123 34=-123 35=-123 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss TG07 Truss Type HIP GIRDER Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869199 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-19S3fnWygDyQsM6Kr4mgKyW8JNHWgi17pYspaezvl5d Scale = 1:72.4 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 122021222324252627282930 6x10 3x8 5x10 MT18HS5x8 4x8 4x8 2x4 2x4 5x8 4x10 4x6 4x8 12x18 MT18HS 12x18 MT18HS5x8 0-1-16-6-0 6-6-0 14-2-15 7-8-15 21-10-9 7-7-11 29-5-0 7-6-7 35-11-0 6-6-0 -0-11-0 0-11-0 3-4-8 3-4-8 6-6-0 3-1-8 14-2-15 7-8-15 21-10-9 7-7-11 29-5-0 7-6-7 32-6-8 3-1-8 35-11-0 3-4-8 36-10-0 0-11-0 1-1-05-3-155-5-01-1-05-3-158.00 12 Plate Offsets (X,Y)-- [2:Edge,0-4-12], [2:0-1-12,0-1-3], [3:0-2-4,0-2-0], [4:0-6-0,0-1-8], [5:0-3-0,0-1-8], [8:0-4-0,0-1-9], [9:0-2-4,0-2-0], [10:0-1-12,0-1-3], [12:Edge,0-4-12], [15:0-1-12,0-2-0], [18:0-1-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.42 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.42 0.09 (loc) 15-16 15-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 197 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-7: 2x4 SPF 2100F 1.8E, 7-8: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-18,5-15,8-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-7 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 8-5-2 oc bracing. WEBS 1 Row at midpt 5-18, 5-15, 8-15, 3-19, 9-12 REACTIONS.(lb/size)19=2537/0-3-8, 12=2539/0-3-8 Max Horz 19=-111(LC 27) Max Uplift 19=-669(LC 5), 12=-670(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-616/186, 3-4=-3288/1034, 4-5=-2694/866, 5-6=-4461/1473, 6-8=-4462/1473, 8-9=-3293/1037, 9-10=-610/185, 2-19=-519/142, 10-12=-513/141 BOT CHORD 18-19=-794/2448, 16-18=-1496/4495, 15-16=-1496/4495, 13-15=-813/2727, 12-13=-695/2453 WEBS 3-18=-209/473, 4-18=-490/1460, 5-18=-2168/793, 5-16=-273/768, 6-15=-494/139, 8-15=-775/2118, 8-13=-157/408, 9-13=-207/467, 3-19=-2727/805, 9-12=-2739/809 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=669, 12=670. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 60 lb up at 2-0-12, 123 lb down and 51 lb up at 4-0-12, 151 lb down and 98 lb up at 6-0-12, 151 lb down and 98 lb up at 8-0-12, 151 lb down and 98 lb up at 10-0-12, 151 lb down and 98 lb up at 12-0-12, 151 lb down and 98 lb up at 14-0-12, 151 lb down and 98 lb up at 16-0-12, 151 lb down and 98 lb up at 17-11-8, 151 lb down and 98 lb up at 19-10-4, 151 lb down and 98 lb up at 21-10-4, 151 lb down and 98 lb up at 23-10-4, 151 lb down and 98 lb up at 25-10-4, 151 lb down and 98 lb up at 27-10-4, 151 lb down and 98 lb up at 29-10-4, and 123 lb down and 51 lb up at 31-10-4, and 124 lb down and 60 lb up at 33-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss TG07 Truss Type HIP GIRDER Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869199 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:06 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-19S3fnWygDyQsM6Kr4mgKyW8JNHWgi17pYspaezvl5d 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-8=-60, 8-10=-60, 10-11=-60, 12-19=-20 Concentrated Loads (lb) Vert: 17=-123 18=-123 16=-123 15=-123 13=-123 14=-123 20=-124 21=-123 22=-123 23=-123 24=-123 25=-123 26=-123 27=-123 28=-123 29=-123 30=-124 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss V01 Truss Type GABLE Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869200 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-VL0Rt7XaRX4HTVhXPoHvsA3SCmfKPLEH2CbM64zvl5c Scale = 1:39.1 1 2 3 45 8 7 6 9 102x4 5x6 2x4 3x4 2x4 2x4 2x4 2x4 8-9-88-9-8 5-10-0 5-10-0 8-9-8 2-11-8 0-0-45-10-02-10-812.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-0-12], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.26 0.10 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: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-9-8. (lb) - Max Horz 1=129(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=469(LC 17), 7=337(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-283/197 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) 0-3-0 to 3-3-0, Exterior(2R) 3-3-0 to 5-10-0, Exterior(2E) 5-10-0 to 8-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 8, 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss V02 Truss Type Valley Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869201 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-zYap4TYCCqC85fGjzVo8PNbZvA0e8oPQGsLweWzvl5b Scale = 1:30.4 1 2 3 5 4 6 2x4 3x4 2x4 2x4 2x4 7-5-87-5-8 4-6-0 4-6-0 7-5-8 2-11-8 0-0-44-6-01-6-812.00 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 0.63 0.25 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=162/7-5-4, 4=102/7-5-4, 5=305/7-5-4 Max Horz 1=91(LC 9) Max Uplift 1=-29(LC 11), 4=-48(LC 11) Max Grav 1=173(LC 18), 4=120(LC 18), 5=326(LC 17) 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) 0-3-0 to 3-3-0, Exterior(2R) 3-3-0 to 4-6-0, Exterior(2E) 4-6-0 to 7-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss V03 Truss Type Valley Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869202 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-vwiaV9ZSkSSsKzQ54wrcUoh_s_jqci5jkAq0jPzvl5Z Scale = 1:22.1 1 2 3 42x4 3x4 2x4 2x4 0-0-40-0-4 6-1-86-1-4 3-2-0 3-2-0 6-1-8 2-11-8 0-0-43-2-00-0-412.00 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 0.28 0.14 0.03 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: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=139/6-3-7, 3=139/6-3-7, 4=188/6-3-7 Max Horz 1=-54(LC 8) Max Uplift 1=-16(LC 11), 3=-16(LC 11) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss V04 Truss Type Valley Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869203 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-N7GyiUa5Vlaiy7?IedMr10DCaO24L9oszqZaFrzvl5Y Scale: 1"=1' 1 2 3 2x4 2x4 2x4 0-0-40-0-4 3-7-153-7-11 1-10-0 1-10-0 3-7-15 1-10-0 0-0-41-10-00-0-412.00 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 0.09 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=126/3-7-7, 3=126/3-7-7 Max Horz 1=29(LC 7) 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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss V05 Truss Type Valley Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869204 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-rJqKwqbjG3iZaHaUCLt4ZDmJ8nOk4cS0BTJ7nHzvl5X Scale: 1/2"=1' 1 2 3 42x4 3x4 2x4 2x4 0-0-40-0-4 7-0-77-0-3 3-6-4 3-6-4 7-0-7 3-6-4 0-0-43-6-40-0-412.00 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 0.36 0.18 0.04 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: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=156/6-11-15, 3=156/6-11-15, 4=210/6-11-15 Max Horz 1=-60(LC 6) Max Uplift 1=-18(LC 11), 3=-18(LC 11) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss V06 Truss Type Valley Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869205 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-oix5LWczngyHpaktJmvYferjDb21YWXJfnoEsAzvl5V Scale = 1:13.7 1 2 3 2x4 2x4 2x4 0-0-40-0-4 4-4-74-4-3 2-2-4 2-2-4 4-4-7 2-2-4 0-0-42-2-40-0-412.00 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 0.13 0.32 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=155/4-3-15, 3=155/4-3-15 Max Horz 1=-36(LC 6) 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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss V07 Truss Type Valley Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869206 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-GuVTYsdbY_48RkJ3tTQnBsOvg?SnHznStRXnOczvl5U Scale = 1:7.0 1 2 3 2x4 2x4 2x4 0-0-40-0-4 1-8-71-8-3 0-10-4 0-10-4 1-8-7 0-10-4 0-0-40-10-40-0-412.00 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 0.02 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=48/1-7-15, 3=48/1-7-15 Max Horz 1=11(LC 7) 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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss V08 Truss Type VALLEY Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869207 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-k43rmCeDJID?2utFRBy0k3x0zPnp0N1b65HLw2zvl5T Scale = 1:41.0 1 2 3 4 5 9 8 7 6 10 113x4 4x6 2x4 2x4 2x4 4x6 2x4 2x4 2x4 0-1-130-0-4 0-0-4 8-11-8 8-11-4 12-1-0 3-1-8 6-5-0 6-5-0 8-11-8 2-6-8 12-1-0 3-1-8 0-0-43-8-116-5-03-8-1112.00 12 Plate Offsets (X,Y)-- [4:0-1-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.10 0.19 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: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-0-12. (lb) - Max Horz 1=145(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 8, 7 except 9=-131(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=387(LC 17), 9=391(LC 17), 7=277(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-254/208 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) 0-3-14 to 3-3-14, Exterior(2R) 3-3-14 to 6-5-0, Exterior(2E) 6-5-0 to 11-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 8, 7 except (jt=lb) 9=131. 7) Non Standard bearing condition. Review required. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss V09 Truss Type VALLEY Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869208 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-CGdDzYfr4bLsg2SS_uTFGHT9Yo5jlselLl0uTVzvl5S Scale = 1:32.5 1 2 3 4 7 6 5 8 3x6 4x6 2x4 2x4 2x4 4x6 2x4 0-1-130-0-4 0-0-4 6-3-8 6-3-4 10-9-0 4-5-8 5-1-0 5-1-0 6-3-8 1-2-8 10-9-0 4-5-8 0-0-43-8-115-1-03-8-1112.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-4], [3:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.25 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 2-3: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-8-12. (lb) - Max Horz 1=120(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 5, 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=364(LC 17) 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) 0-3-14 to 3-3-14, Exterior(2R) 3-3-14 to 5-1-0, Exterior(2E) 5-1-0 to 6-3-8, Interior(1) 6-3-8 to 7-7-12, Exterior(2E) 7-7-12 to 10-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7, 6. 7) Non Standard bearing condition. Review required. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss V10 Truss Type Valley Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869209 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-crJMbZhkNWjRXVB0g00yuv5bz03EyDdB1jFY4qzvl5P Scale = 1:23.1 1 2 3 5 4 6 7 2x4 4x6 3x4 2x4 2x4 0-1-130-0-4 0-0-4 3-10-8 3-10-4 9-5-0 5-6-8 3-10-8 3-10-8 9-5-0 5-6-8 0-0-43-8-113-10-83-8-1112.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-12], [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.39 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=115/9-4-12, 4=207/9-4-12, 5=398/9-4-12 Max Horz 1=97(LC 7) Max Uplift 4=-18(LC 6), 5=-46(LC 7) Max Grav 1=130(LC 18), 4=211(LC 24), 5=398(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-280/133 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) 0-3-12 to 3-3-12, Exterior(2R) 3-3-12 to 6-3-12, Exterior(2E) 6-3-12 to 9-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss V11 Truss Type Valley Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869210 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-42skpviM8qrI9fmDDkXBR7enNQSchg0KGN_6cGzvl5O Scale = 1:23.2 1 2 3 5 4 6 7 2x4 3x4 2x4 2x4 2x4 0-1-130-0-4 0-0-4 3-10-8 3-10-4 8-1-0 4-2-8 3-10-8 3-10-8 8-1-0 4-2-8 0-0-43-8-113-10-83-8-1112.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.58 0.26 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)1=126/8-0-12, 4=156/8-0-12, 5=336/8-0-12 Max Horz 1=98(LC 9) Max Uplift 4=-15(LC 6), 5=-34(LC 7) Max Grav 1=136(LC 18), 4=156(LC 1), 5=336(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-0 to 3-3-0, Exterior(2R) 3-3-0 to 4-11-12, Exterior(2E) 4-11-12 to 7-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss V12 Truss Type Valley Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869211 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-42skpviM8qrI9fmDDkXBR7eqUQTvhgEKGN_6cGzvl5O Scale = 1:23.2 1 2 3 5 4 6 2x4 3x4 2x4 2x4 2x4 0-1-130-0-4 0-0-4 3-10-8 3-10-4 6-9-0 2-10-8 3-10-8 3-10-8 6-9-0 2-10-8 0-0-43-8-113-10-83-8-1112.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.44 0.17 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)1=131/6-8-12, 4=103/6-8-12, 5=278/6-8-12 Max Horz 1=98(LC 7) Max Uplift 4=-12(LC 6), 5=-33(LC 7) Max Grav 1=140(LC 18), 4=103(LC 1), 5=278(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-0 to 3-3-0, Exterior(2R) 3-3-0 to 3-10-8, Exterior(2E) 3-10-8 to 6-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss V13 Truss Type Valley Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869212 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-VdYtRxkERlDs07Vovs5u3lGLkdUhu2CnyLDmDbzvl5L Scale = 1:23.7 1 2 3 5 4 6 2x4 3x4 2x4 2x4 2x4 0-1-130-0-4 0-0-4 3-10-8 3-10-4 5-5-0 1-6-8 3-10-8 3-10-8 5-5-0 1-6-8 0-0-43-8-113-10-83-8-1112.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.44 0.17 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)1=133/5-4-12, 4=43/5-4-12, 5=229/5-4-12 Max Horz 1=98(LC 9) Max Uplift 4=-13(LC 6), 5=-27(LC 7) Max Grav 1=142(LC 18), 4=43(LC 1), 5=230(LC 17) 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) 0-3-0 to 3-3-0, Exterior(2R) 3-3-0 to 3-10-8, Exterior(2E) 3-10-8 to 5-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss V14 Truss Type Valley Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869213 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-zp6FeHltC3LjdG3_Sac7bzoWO1q?dVfwB?yJl1zvl5K Scale = 1:20.9 1 2 3 5 4 6 2x4 3x4 2x4 2x4 2x4 4-1-04-1-0 3-7-0 3-7-0 4-1-0 0-6-0 0-0-43-7-03-1-012.00 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 0.39 0.16 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=126/4-0-12, 4=-47/4-0-12, 5=219/4-0-12 Max Horz 1=89(LC 9) Max Uplift 4=-113(LC 3), 5=-3(LC 7) Max Grav 1=134(LC 18), 5=252(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-0 to 3-3-0, Exterior(2R) 3-3-0 to 3-7-0, Exterior(2E) 3-7-0 to 3-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=113. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss V15 Truss Type Valley Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869214 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-R?gdsdmVzMTaFQeA0H7M8ALmmRBVMyV4PfitHTzvl5J Scale = 1:14.2 1 2 3 4 2x4 2x4 2x4 2x4 2-9-02-9-0 2-3-0 2-3-0 2-9-0 0-6-0 0-0-42-3-01-9-012.00 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-R 0.09 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=96/2-8-12, 4=96/2-8-12 Max Horz 1=52(LC 7) Max Uplift 4=-13(LC 10) Max Grav 1=96(LC 1), 4=99(LC 17) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss V16 Truss Type Valley Qty 1 Ply 1 1 Estate at town meadows Job Reference (optional) I39869215 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-vCE?3zm7jgbRtaDNa?ebgOuycqYd5PlDeJRQpwzvl5I Scale = 1:7.4 1 2 3 2x4 2x4 3x4 1-4-121-4-12 1-5-00-0-4 0-11-0 0-11-0 1-5-0 0-6-0 0-0-40-11-00-1-712.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [3:0-0-0,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=47/1-4-8, 3=47/1-4-8 Max Horz 1=-12(LC 8) 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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Non Standard bearing condition. Review required. 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss V17 Truss Type Valley Qty 2 Ply 1 1 Estate at town meadows Job Reference (optional) I39869216 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-saLlUeoNFHr96uNlhPh3mpzCSe7SZHfW5dwXuozvl5G Scale = 1:32.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 6 8 7 9 11 13 10 14 12 5x8 3x4 3x4 5x8 3x4 3x4 2x4 2x4 4-0-02-0-0 2-11-02-11-0 1-5-8 1-5-8 2-11-0 1-5-8 5-10-8Plate Offsets (X,Y)-- [3:Edge,0-2-8], [4:0-0-0,0-1-4], [4:Edge,0-2-8], [5:0-0-0,0-1-4], [6:0-1-4,0-0-0], [7:0-1-4,0-0-0], [8:0-0-0,0-1-4], [8:0-2-0,0-0-4], [9:0-0-0,0-1-4], [9:0-2-0 ,0-0-4], [10:0-1-4,0-0-0], [11:0-0-0,0-1-4], [12:0-1-4,0-0-0], [13:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.45 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 1, 3, 10, 11, 12, 13 REACTIONS.(lb/size)5=108/2-11-0, 4=108/2-11-0 Max Horz 5=-152(LC 6) Max Uplift 5=-166(LC 6), 4=-166(LC 7) Max Grav 5=193(LC 18), 4=193(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(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=166, 4=166. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss V18 Truss Type VALLEY Qty 2 Ply 1 1 Estate at town meadows Job Reference (optional) I39869217 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ozTWvKqdnv5tMBX8pqjXrE2XzSt?18fpZxPeyhzvl5E Scale = 1:32.9 1 2 3 4 5 6 7 10 9 8 4x6 3x6 3x4 3x4 3x6 4x6 2x4 2x4 1-5-81-5-8 2-11-01-5-8 -1-0-0 1-0-0 1-0-0 1-0-0 1-5-8 0-5-8 1-11-0 0-5-8 2-11-0 1-0-0 3-11-0 1-0-0 4-10-85-8-115-10-84-10-85-8-1112.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [3:0-2-2,0-1-8], [5:0-2-2,0-1-8], [6:0-3-0,0-1-4], [8:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.51 0.19 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 7 6-7 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)10=140/2-11-0, 8=140/2-11-0, 9=70/2-11-0 Max Horz 10=-160(LC 8) Max Uplift 10=-139(LC 6), 8=-139(LC 7) Max Grav 10=227(LC 18), 8=227(LC 17), 9=92(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-153/302, 2-3=-88/271, 5-6=-88/271, 6-8=-153/302 WEBS 4-9=-366/54 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) -1-0-0 to 3-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=139, 8=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) 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.). THIS COMPONENT IS TO BE USED INCONJUNCTION WITH A RIGID DIAPHRAGM.THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss V19 Truss Type VALLEY Qty 2 Ply 1 1 Estate at town meadows Job Reference (optional) I39869218 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-G91u7gqGYCEkzL6KNYEmNRbl2rCRmd4yob9BV7zvl5D Scale = 1:28.4 1 2 3 4 5 8 7 6 3x4 3x6 3x4 3x6 3x4 2x4 2-11-02-11-0 -0-11-0 0-11-0 1-5-8 1-5-8 2-11-0 1-5-8 3-10-0 0-11-0 3-6-85-0-03-6-812.00 12 Plate Offsets (X,Y)-- [2:0-3-9,Edge], [4:0-3-9,0-0-0], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.30 0.24 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)8=129/2-11-0, 6=129/2-11-0, 7=82/2-11-0 Max Horz 8=135(LC 9) Max Uplift 8=-96(LC 6), 6=-96(LC 7) Max Grav 8=183(LC 18), 6=183(LC 17), 7=99(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-132/282, 2-3=-74/250, 3-4=-74/250, 4-6=-132/282 WEBS 3-7=-336/27 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM.THIS DIAPHRAGM MUST BE CAPABLE OFTRANSFERRING ROOF LOADS TO THE GROUNDWITH NEGLIGIBLE LATERAL DEFLECTIONS. January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss V20 Truss Type VALLEY Qty 2 Ply 1 1 Estate at town meadows Job Reference (optional) I39869219 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-kLbGK0ruJWMbbVhWwFl?wf8yjFafV5160Fuk1Zzvl5C Scale = 1:21.5 1 2 3 4 5 8 7 6 2x4 2x4 3x4 2x4 2x4 2x4 2-11-02-11-0 -0-11-0 0-11-0 1-5-8 1-5-8 2-11-0 1-5-8 3-10-0 0-11-0 2-2-83-8-02-2-812.00 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 0.17 0.11 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)8=125/2-11-0, 6=125/2-11-0, 7=89/2-11-0 Max Horz 8=99(LC 9) Max Uplift 8=-52(LC 10), 6=-52(LC 11) Max Grav 8=135(LC 18), 6=135(LC 17), 7=105(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-259/0 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). THIS COMPONENT IS TO BE USED INCONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUNDWITH NEGLIGIBLE LATERAL DEFLECTIONS. January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss V21 Truss Type VALLEY Qty 2 Ply 1 1 Estate at town meadows Job Reference (optional) I39869220 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-CY9eXMsW4qUSDfFjUzGESsg7Sfw7DZUFFveIZ0zvl5B Scale = 1:14.6 1 2 3 4 5 7 6 2x4 3x4 2x4 3x4 2x4 2-11-02-11-0 -0-11-0 0-11-0 1-5-8 1-5-8 2-11-0 1-5-8 3-10-0 0-11-0 0-10-82-4-00-10-812.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [3:0-2-0,Edge], [4:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.17 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=170/2-11-0, 6=170/2-11-0 Max Horz 7=63(LC 9) Max Uplift 7=-10(LC 10), 6=-10(LC 11) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1_Estates_at_town_meadow Truss V22 Truss Type Valley Qty 2 Ply 1 1 Estate at town meadows Job Reference (optional) I39869221 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 13 14:12:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-8wGPy2tmcRk9SzP5cNJiYHmVGTdThT_YjC7Oeuzvl59 Scale = 1:7.8 1 2 3 2x4 2x4 2x4 0-0-40-0-4 1-11-151-11-11 1-0-0 1-0-0 1-11-15 1-0-0 0-0-41-0-00-0-412.00 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 0.02 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=60/1-11-7, 3=60/1-11-7 Max Horz 1=-14(LC 8) 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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 14,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths