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HomeMy WebLinkAbout35 Estates at Towne Meadow - Seals16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). April 22,2021 Liu, Xuegang Pages or sheets covered by this seal: I45784690 thru I45784774 My license renewal date for the state of Indiana is July 31, 2022. 35_Estates_at_Towne_Meadow 35 Estates at Towne Meadow 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss GE01 Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784690 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-Gv5pa1u5?jQV2PYwBMq6mNRbyAk03f_KuJEsdYzOAIn Scale = 1:9.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 3x8 3x4 3x4 -0-11-0 0-11-0 1-3-8 1-3-8 0-10-01-4-75.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 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. (size)5=1-3-8, 4=1-3-8 Max Horz 5=42(LC 9) Max Uplift 5=-24(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-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C 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) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss GE03 Truss Type GABLE Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784691 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-hUnyC2xzHeo4vsHVsUNpN?34oNlBGzQmaHTWDtzOAIk Scale = 1:50.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 10 9 8 7 6 21 22 4x6 3x4 2x4 3x4 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=159(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-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss GE04 Truss Type GABLE Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784692 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-9gLKQOxb2ywxX0rhQCv2wDbFmn37?TWvpxC4mJzOAIj Scale = 1:14.4 Sheet Back 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 -0.02 -0.04 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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. (size)5=0-3-8, 4=0-1-8 Max Horz 5=49(LC 6) Max Uplift 5=-27(LC 6), 4=-19(LC 10) Max Grav 5=251(LC 1), 4=172(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss GE05 Truss Type GABLE Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784693 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-53T4r4zsaZAfmK?4XdxW?ehd5bmNTEGCGFiAqBzOAIh Scale = 1:52.0 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 3x4 3x4 4x6 3x4 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 0.15 0.08 0.59 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=173(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 14, 20, 21, 22, 18, 17, 16 except 24=-109(LC 6), 23=-117(LC 10), 15=-114(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=-120/294, 6-7=-135/321, 7-8=-135/321, 8-9=-120/294 WEBS 7-19=-378/117 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 20, 21, 22, 18, 17, 16 except (jt=lb) 24=109, 23=117, 15=114. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss GE06 Truss Type GABLE Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784694 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-1RarGm_66BQM?e9Sf2z_43mzhORxxBPVkZBHv4zOAIf Scale = 1:48.9 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 3x4 3x4 4x6 3x4 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 0.42 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=156(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-180(LC 6), 14=-162(LC 7), 23=-177(LC 7), 15=-164(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=-97/260, 6-7=-118/296, 7-8=-118/296, 8-9=-97/260 WEBS 7-19=-346/95 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C 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) 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=180, 14=162, 23=177, 15=164. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_MEA~W Truss GE07 Truss Type GABLE Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784695 8.430 s Nov 18 2020 MiTek Industries, Inc. Thu Apr 22 16:03:20 2021 Page 1 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-x?ZW7ObsxKs2tJE7MR2lupLQskSApiDewYNTSCzO6nb Scale = 1:50.7 Sheet Back Left Option 6-4-12 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 26 27 28 4x6 4x6 3x8 4x6 4x6 3x4 3x4 3x4 2x4 6x8 3x4 6x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-4-5 6-4-5 6-4-12 0-0-7 7-11-11 1-6-15 12-5-2 4-5-7 19-11-0 7-5-14 -0-11-00-11-0 6-4-56-4-5 12-4-116-0-6 12-5-20-0-7 13-10-8 1-5-6 19-11-06-0-8 20-10-00-11-0 0-10-06-0-27-5-81-5-05.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-6-3,Edge], [4:0-1-12,0-1-8], [8:0-3-0,0-1-12], [11:0-3-8,0-2-4], [13:0-1-9,0-1-0], [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 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 0.01 (loc) 10-11 10-11 10 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* 8-10: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 -l 3-5-11 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 17 REACTIONS.All bearings 8-1-8 except (jt=length) 10=0-3-8. (lb) - Max Horz 2=158(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 10, 14, 15, 16 Max Grav All reactions 250 lb or less at joint(s) 2, 15, 16 except 13=772(LC 1), 10=597(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-366/109, 6-7=-471/164, 7-27=-362/97, 27-28=-374/71, 8-28=-497/63, 8-10=-527/119 BOT CHORD 12-13=-79/345, 11-12=-79/345 WEBS 4-13=-383/31, 7-11=-79/391, 13-17=-407/88, 5-17=-406/88 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 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.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 10, 14, 15, 16. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss GE08 Truss Type ROOF SPECIAL Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784696 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-S0Gzuo1_P6oxs5u1KAXhihORpcPr8SmxQXPxVPzOAIc Scale = 1:57.1 Sheet Back Right Option -4-4-9 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 12 11 10 9 15 13 14 16 17 5x6 3x4 3x8 4x6 4x6 3x6 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)-- [2:0-6-3,Edge], [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-SH 0.35 0.38 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.08 -0.02 (loc) 10-12 10-12 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 106 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 -t 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 8-16 REACTIONS. (size)2=0-3-8, 16=0-1-8 Max Horz 2=283(LC 7) Max Uplift 2=-3(LC 10), 16=-74(LC 10) Max Grav 2=732(LC 1), 16=654(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1073/64, 4-5=-545/59, 9-15=-5/543, 13-15=-4/543, 8-13=-85/581 BOT CHORD 2-12=-70/906, 10-12=-70/906, 9-10=-25/412 WEBS 4-10=-553/93, 5-10=0/413, 5-9=-630/35, 8-16=-655/74 NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -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) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 16. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss GE09 Truss Type GABLE Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784697 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-S0Gzuo1_P6oxs5u1KAXhihOQScO18ZPxQXPxVPzOAIc Scale = 1:60.6 Sheet Front Right Option -3-7-0 1 Ply 7/16OSB8 1 2 3 4 6 5 9 7 8 10 11 5x6 3x4 3x4 2x4 4x6 3x4 3x4 3x4 2x4 2x4 3x4 3x4 3-9-8 3-7-07-11-8 7-11-8 11-6-8 3-7-0 4-5-12 4-5-12 6-7-8 2-1-12 7-11-8 1-4-0 2-7-010-6-89-9-40-9-410-6-812.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [4:0-1-12,0-1-8], [7:0-1-12,0-2-0] 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 0.43 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: 76 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 JOINTS 1 Brace at Jt(s): 8 REACTIONS. (size)6=0-3-0, 10=0-1-8 Max Horz 6=267(LC 7) Max Uplift 6=-8(LC 6), 10=-142(LC 7) Max Grav 6=377(LC 18), 10=363(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-303/90, 1-6=-299/46 WEBS 4-10=-363/142 NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-7-12 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) 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 10=142. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss GE10 Truss Type GABLE Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784698 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-OPOkJT2Fxj2f6P1QRbZ9n6TqeP96cQTEtru2aHzOAIa Scale = 1:52.7 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 3x4 3x4 4x6 3x4 3x4 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)-- [12: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 0.13 0.07 0.50 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=148(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 18, 19, 20, 16, 15, 14 except 22=-120(LC 6), 12=-112(LC 7), 21=-116(LC 7), 13=-111(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=-132/263, 5-6=-147/295, 6-7=-147/295, 7-8=-132/263 WEBS 6-17=-345/132 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C 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) 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=120, 12=112, 21=116, 13=111. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss GE11 Truss Type GABLE Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784699 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-sby6Wp3ti1BWjZcc?I4OKK0wXpL1LvEO6Vec6kzOAIZ Scale = 1:20.8 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 17 18 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 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], [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: 83 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 OTHERS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud -t 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. (size)2=0-3-8, 6=0-1-8 Max Horz 2=96(LC 7) Max Uplift 2=-37(LC 6), 6=-27(LC 10) Max Grav 2=450(LC 1), 6=390(LC 1) 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=-523/239 NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss J03 Truss Type Jack-Closed Qty 23 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784700 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-KnVUk94VSKJNLjBoZ0bdsXZ55DnW4QcXL9N9eAzOAIY Scale = 1:30.3 1 2 3 5 4 3x8 MT18HS 3x8 2x4 2x4 4-0-04-0-0 -0-11-0 0-11-0 4-0-0 4-0-0 1-5-05-5-00-3-812.00 12 Plate Offsets (X,Y)-- [2:0-4-15,Edge], [4:0-2-0,0-0-9] 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-SH 0.46 0.27 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 17 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=119(LC 10) Max Uplift 4=-94(LC 10) Max Grav 5=221(LC 1), 4=166(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) 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) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss J03A Truss Type Jack-Closed Qty 7 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784701 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-o_3sxV57DeREzsm?7j6sPk5Fwd8EptugZp7iBczOAIX Scale = 1:30.3 1 2 3 4 8 7 6 5 3x8 MT18HS 3x8 2x4 2x4 2x4 2x4 2x4 2-3-82-3-8 4-0-01-8-8 -0-11-0 0-11-0 2-3-8 2-3-8 4-0-0 1-8-8 1-5-05-5-04-9-00-11-80-8-012.00 12 Plate Offsets (X,Y)-- [2:0-4-15,Edge], [5:0-2-0,0-0-10] 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 0.45 0.24 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 0.08 -0.05 (loc) 7 7 5 l/defl >475 >578 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 19 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-1-8 Max Horz 8=119(LC 10) Max Uplift 5=-94(LC 10) Max Grav 8=221(LC 1), 5=166(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss J04 Truss Type JACK-CLOSED Qty 2 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784702 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-GAdE8r5l_yZ5a0LBgRd5yyeTS1VgYKrqoTsGj3zOAIW Scale = 1:28.6 1 2 3 5 4 3x4 3x6 2x4 2x4 4-0-04-0-0 -0-11-0 0-11-0 3-8-0 3-8-0 4-0-0 0-4-0 1-5-05-1-00-3-812.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.16 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=118(LC 10) Max Uplift 4=-93(LC 10) Max Grav 5=220(LC 1), 4=164(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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss J05 Truss Type JACK-CLOSED Qty 2 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784703 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-GAdE8r5l_yZ5a0LBgRd5yyeVz1VNYLpqoTsGj3zOAIW 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] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- 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 0.18 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 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 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. (size)7=0-3-8, 5=0-1-8 Max Horz 7=74(LC 10) Max Uplift 5=-30(LC 10) Max Grav 7=220(LC 1), 5=142(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss J06 Truss Type JACK-CLOSED GIRDER Qty 2 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784704 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-DZl?ZX70WZpoqKVaorgZ1NjrfqBH0FP7GmLNoxzOAIU Scale = 1:14.9 1 2 3 4 7 6 5 8 9 3x4 3x4 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 1-5-02-3-122-5-02-3-120-3-812.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [3:0-3-4,0-2-0], [5:0-1-15,0-0-10] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.16 0.15 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 0.00 (loc) 5-6 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 6-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=43(LC 5) Max Uplift 7=-17(LC 8), 5=-26(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-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 49 lb up at 1-0-0, and 49 lb down and 32 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 0 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=3(F) 9=0(F)April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss J07 Truss Type JACK-OPEN Qty 7 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784705 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-hlJNns8eHtxfSU4mMZBoZaG0xEZrlixGUQ5wKNzOAIT Scale = 1:15.1 1 2 5 3 43x4 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 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=43(LC 10) Max Uplift 3=-30(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-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss J08 Truss Type JACK-OPEN Qty 3 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784706 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-9xtl_C8G2A3W3efyvGi16opA8etpU9BQj4qTsqzOAIS Scale = 1:15.0 1 2 5 3 43x4 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] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- 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 0.23 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. (size)5=0-5-3, 3=Mechanical, 4=Mechanical Max Horz 5=44(LC 7) Max Uplift 5=-5(LC 10), 3=-19(LC 10), 4=-4(LC 7) Max Grav 5=227(LC 1), 3=10(LC 8), 4=29(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss J09 Truss Type JACK-OPEN Qty 2 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784707 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-d8Q7CY9upUBNhnE9T_DGf?LLt2D2DcRZyka1OGzOAIR Scale = 1:15.0 1 2 5 3 43x4 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] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- 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 0.23 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. (size)5=0-5-3, 3=Mechanical, 4=Mechanical Max Horz 5=44(LC 7) Max Uplift 5=-5(LC 10), 3=-19(LC 10), 4=-4(LC 7) Max Grav 5=227(LC 1), 3=10(LC 8), 4=29(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss J10 Truss Type JACK-CLOSED Qty 5 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784708 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-d8Q7CY9upUBNhnE9T_DGf?LML2C_Dc9Zyka1OGzOAIR Scale = 1:14.9 1 2 3 4 7 6 5 8 3x6 4x6 2x4 2x4 2x4 2-0-02-0-0 3-0-01-0-0 4-0-01-0-0 -0-11-0 0-11-0 3-0-0 3-0-0 4-0-0 1-0-0 0-9-01-9-02-5-00-3-84.00 12 8.00 12 Plate Offsets (X,Y)-- [5:0-1-12,0-0-10] 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 0.13 0.15 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=47(LC 10) Max Uplift 7=-27(LC 6), 5=-21(LC 10) Max Grav 7=221(LC 1), 5=143(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-0-0, Exterior(2R) 3-0-0 to 3-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss J11 Truss Type JACK-CLOSED Qty 2 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784709 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-5K_WPuAWaoJEJxoL1hkVBDuZHRa5y3MiAOJaxizOAIQ Scale = 1:10.0 1 2 3 4 7 6 5 4x6 3x4 3x6 3x4 2x4 0-2-22-0-0 2-0-0 2-3-8 0-3-8 2-6-0 0-2-8 4-0-0 1-6-0 -0-11-0 0-11-0 2-0-0 2-0-0 2-6-0 0-6-0 4-0-0 1-6-0 0-9-01-2-141-5-00-11-60-3-81-2-144.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.03 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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* 4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-3-8 except (jt=length) 7=2-3-8, 5=0-1-8. (lb) - Max Horz 7=31(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 7, 5 Max Grav All reactions 250 lb or less at joint(s) 7, 5, 6, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 5 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) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss M01 Truss Type MONOPITCH Qty 6 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784710 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ZWYucEB8L5R5w5NXbPFkkQQjsrwchWrsP237T9zOAIP 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 0-10-01-4-70-3-85.00 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 0.07 0.01 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 5 5 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 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=22(LC 9) Max Uplift 5=-17(LC 6), 4=-12(LC 23) 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) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss M02 Truss Type MONOPITCH Qty 4 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784711 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-1i6GqaCm6PZyYFyj86nzGezsPFEfQzm?eioh?bzOAIO 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)-- [4:0-1-14,0-0-10] 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 0.21 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. (size)5=0-3-8, 4=0-1-8 Max Horz 5=45(LC 6) Max Uplift 5=-27(LC 6), 4=-18(LC 10) Max Grav 5=234(LC 1), 4=153(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss M02A Truss Type MONOPITCH Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784712 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-Wvge1wCPtjhpAPXwipICprW1jfap9Q?9tMYEX1zOAIN 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)-- [3:0-1-13,0-0-10] 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 0.24 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. (size)4=0-3-8, 3=0-1-8 Max Horz 4=33(LC 7) Max Uplift 3=-19(LC 10) Max Grav 4=162(LC 1), 3=162(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss M04 Truss Type MONOPITCH Qty 4 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784713 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-_5E0FGD1e0pgnZ66GXpRM326S3rrut0I50Ho4UzOAIM Scale = 1:19.3 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)-- [4:0-1-14,0-0-10], [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. (size)5=0-3-8, 4=0-1-8 Max Horz 5=68(LC 6) Max Uplift 5=-27(LC 6), 4=-27(LC 10) Max Grav 5=329(LC 1), 4=255(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-273/194 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 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) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss M05 Truss Type MONOPITCH Qty 6 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784714 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-SHoPScEfPKxXPihIqEKguGbMjSFkdJTRKg1LcwzOAIL 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. (size)5=0-3-8, 4=0-1-8 Max Horz 5=49(LC 6) Max Uplift 5=-27(LC 6), 4=-19(LC 10) Max Grav 5=251(LC 1), 4=172(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss M06 Truss Type MONOPITCH Qty 16 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784715 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-SHoPScEfPKxXPihIqEKguGbJ?S6IdEiRKg1LcwzOAIL Scale = 1:20.8 1 2 3 4 5 6 7 8 3x4 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], [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 -t 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. (size)2=0-3-8, 6=0-1-8 Max Horz 2=96(LC 7) Max Uplift 2=-37(LC 6), 6=-27(LC 10) Max Grav 2=450(LC 1), 6=390(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-580/184 BOT CHORD 2-6=-170/520 WEBS 4-6=-523/230 NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -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) 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. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss PB01 Truss Type Piggyback Qty 8 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784716 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-wUMngxFH9e3O1sGVNyrvRU8aWsdCMmtbZKmu8MzOAIK Scale = 1:14.6 1 2 3 4 5 6 4x6 3x4 3x4 2x4 6-2-06-2-0 3-1-0 3-1-0 6-2-0 3-1-0 0-4-72-0-110-1-80-4-70-1-88.00 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 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 120 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. (size)2=4-8-2, 4=4-8-2, 6=4-8-2 Max Horz 2=-33(LC 8) Max Uplift 2=-16(LC 10), 4=-20(LC 11) Max Grav 2=135(LC 1), 4=135(LC 1), 6=161(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss PB02 Truss Type Piggyback Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784717 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ssTX4dGXhFK5GAQtVNuNWvDvlgHLqgfu0eF?DFzOAII Scale = 1:12.4 1 2 3 4 5 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 0-4-71-6-21-8-40-1-80-4-70-1-81-4-108.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [4:0-2-0,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 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 6 5 l/defl n/r n/r n/a L/d 180 120 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. (size)2=4-8-2, 5=4-8-2 Max Horz 2=-25(LC 8) Max Uplift 2=-3(LC 10), 5=-3(LC 11) Max Grav 2=215(LC 1), 5=215(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T01 Truss Type ROOF SPECIAL Qty 6 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784719 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-K31vIzH9SZSyuK_434Pc36mzb4YDZ_i1FI?ZlhzOAIH Scale = 1:45.6 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 4x6 4x6 4x8 4x6 4x6 3x6 3x4 2x4 6x8 3x4 6x6 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)-- [2:0-6-3,Edge], [4:0-1-12,0-1-8], [6:0-3-0,0-1-12], [7:0-3-0,0-1-12], [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-SH 0.53 0.48 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 0.02 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 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 -t 3-5-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 9=0-3-8 Max Horz 2=158(LC 9) Max Uplift 2=-25(LC 10) Max Grav 2=845(LC 1), 9=855(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1315/95, 4-5=-801/102, 5-6=-978/174, 6-7=-811/102, 7-9=-784/123 BOT CHORD 2-12=-48/1124, 10-12=-48/1124 WEBS 4-10=-524/93, 5-10=-587/118, 6-10=-91/950, 7-10=-15/341 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; Ke=0.97; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T02 Truss Type ROOF SPECIAL Qty 2 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784720 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-oFbIVJIoDsapVUZGcowrbKIAvTumIRuBUyk6H7zOAIG Scale = 1:45.0 1 2 3 4 5 6 7 11 10 9 8 12 13 4x6 4x6 4x6 4x8 4x6 4x6 3x6 3x4 2x4 6x8 3x4 6-4-56-4-5 12-5-26-0-13 19-5-06-11-14 19-7-80-2-8 -0-11-0 0-11-0 6-4-5 6-4-5 12-5-2 6-0-13 13-10-8 1-5-6 19-7-8 5-9-0 0-10-06-0-27-5-81-8-85.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-6-3,Edge], [4:0-1-12,0-1-8], [6:0-3-0,0-1-12], [7:0-3-4,0-0-8], [9:0-3-8,0-2-4] 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-SH 0.43 0.46 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 0.02 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-8: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 -t 3-5-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 8=0-3-8 Max Horz 2=154(LC 7) Max Uplift 2=-24(LC 10) Max Grav 2=835(LC 1), 8=778(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1294/96, 4-5=-777/102, 5-6=-942/171, 6-7=-776/100, 7-8=-710/88 BOT CHORD 2-11=-60/1106, 9-11=-60/1106 WEBS 4-9=-527/93, 5-9=-572/114, 6-9=-80/915, 7-9=0/383 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; Ke=0.97; 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 16-5-12, Exterior(2E) 16-5-12 to 19-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T03 Truss Type ROOF SPECIAL Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784721 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-HR9gjfJQ_Aig7d8SAVR48XrM2tFE1rwKicUfpazOAIF Scale = 1:58.1 1 2 3 4 5 6 10 9 8 7 11 12 13 5x6 5x6 3x8 3x4 3x4 3x6 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 -t 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. (size)2=0-3-8, 12=0-1-8 Max Horz 2=264(LC 10) Max Uplift 12=-113(LC 10) Max Grav 2=732(LC 1), 12=654(LC 1) 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=-36/565, 6-11=-36/565 BOT CHORD 2-10=-120/906, 8-10=-120/906, 7-8=-33/412 WEBS 4-8=-552/102, 5-8=0/414, 5-7=-659/68, 6-12=-655/119 NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -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) 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. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=113. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T04 Truss Type HIP Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784722 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-h0qoLgLIH54F_5t1rd_nlATjI5AKEFrmOaiJQuzOAIC Scale = 1:66.1 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 5x6 3x8 3x6 3x8 3x6 2x4 3x8 3x8 3x6 3x6 4x6 4x6 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)-- [2:0-4-7,0-0-8], [3:0-2-0,0-1-8], [8:0-2-0,0-1-8], [9:0-4-7,0-0-8], [11:Edge,0-1-12], [17:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.80 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.38 0.10 (loc) 11-12 11-12 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,5-12: 2x4 SPF No.2, 2-17,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 5-12, 3-17, 8-11 REACTIONS. (size)17=0-3-8, 11=0-3-8 Max Horz 17=-146(LC 8) Max Grav 17=1489(LC 1), 11=1489(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-391/44, 3-4=-1782/17, 4-5=-1430/41, 5-7=-1429/41, 7-8=-1782/18, 8-9=-393/44, 2-17=-391/60, 9-11=-393/60 BOT CHORD 16-17=-50/1442, 14-16=-10/1905, 12-14=-10/1905, 11-12=0/1441 WEBS 4-16=0/600, 5-16=-692/105, 5-14=0/320, 5-12=-691/105, 7-12=0/598, 3-17=-1561/0, 8-11=-1559/0 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T05 Truss Type HIP Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784723 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-9DOBY0Mw2PC6cFSDPLW0IN0w2UYXzlUwdEStzLzOAIB 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 3x6 5x6 5x6 3x6 3x6 3x6 2x4 3x12 3x8 2x4 2x4 3x12 5x12 3x6 5x12 3x6 0-2-28-11-12 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], [13:0-5-4,0-1-8], [17:0-4-4,0-1-8] 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 0.86 0.67 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.28 0.05 (loc) 17-18 17-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 163 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-18,10-12: 2x6 SPF No.2, 5-15,7-15: 2x4 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 (4-6-10 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15 REACTIONS. (size)18=0-3-8, 12=0-3-8 Max Horz 18=-183(LC 8) Max Grav 18=1487(LC 1), 12=1487(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1885/8, 4-5=-1802/109, 5-6=-1440/76, 6-7=-1440/76, 7-8=-1802/108, 8-10=-1885/8, 2-18=-1405/32, 10-12=-1405/32 BOT CHORD 17-18=-224/649, 15-17=0/1255, 13-15=0/1255, 12-13=-141/532 WEBS 4-17=-401/208, 6-15=-424/101, 8-13=-400/207, 2-17=0/910, 10-13=0/910, 5-17=-134/557, 5-15=-65/446, 7-13=-134/557, 7-15=-65/446 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T05A Truss Type HIP Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784724 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-5bWxziNBa0SqrYccXmYUNo5HNIEwQg0D5Yx_1DzOAI9 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 3x6 5x6 5x6 3x6 3x6 3x6 3x4 3x6 3x4 3x8 3x4 3x6 5x12 3x6 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], [11:0-3-0,0-0-8], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8], [18:0-3-0,0-2-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.61 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.32 0.05 (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 (5-2-0 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. (size)18=0-3-8, 11=0-3-8 Max Horz 18=-219(LC 8) Max Grav 18=1487(LC 1), 11=1487(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1885/2, 4-5=-1480/75, 5-6=-1127/95, 6-7=-1481/75, 7-9=-1885/0, 2-18=-1402/45, 9-11=-1401/44 BOT CHORD 17-18=-232/655, 15-17=0/1442, 14-15=0/1126, 12-14=0/1442, 11-12=-125/510 WEBS 4-17=0/255, 4-15=-485/136, 5-15=-36/457, 6-14=-4/455, 7-14=-484/136, 7-12=0/254, 2-17=0/939, 9-12=0/938 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -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 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T06 Truss Type COMMON Qty 2 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784725 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-Zn4JB2OpLKahTiAo4T3jw0eTaiYk97eMJCgXZgzOAI8 Scale = 1:76.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x8 5x8 3x8 3x6 3x6 3x8 3x4 3x6 3x4 3x6 5x8 3x6 5x8 3x6 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)-- [2:0-2-12,0-1-12], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [8:0-2-12,0-1-12], [11:0-2-8,0-1-8], [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 0.71 0.71 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.28 0.06 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 20% GRIP 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. (size)16=0-3-8, 10=0-3-8 Max Horz 16=249(LC 9) Max Uplift 16=-3(LC 10), 10=-3(LC 11) Max Grav 16=1487(LC 1), 10=1487(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1900/28, 4-5=-1379/115, 5-6=-1380/115, 6-8=-1900/28, 2-16=-1405/51, 8-10=-1405/51 BOT CHORD 15-16=-225/610, 13-15=-36/1464, 11-13=0/1464, 10-11=-99/443 WEBS 5-13=0/859, 6-13=-599/165, 6-11=0/288, 4-13=-599/165, 4-15=0/288, 2-15=0/1027, 8-11=0/1027 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; Ke=0.97; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T06A Truss Type COMMON Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784726 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-WAC4ckQ3sxqPi0KBCu5B?Rjp7VEAd0OfnV9eeYzOAI6 Scale = 1:75.8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 3x8 5x8 3x8 3x6 3x6 3x4 3x6 3x8 3x4 3x6 5x8 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)-- [2:0-2-12,0-1-12], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [8:0-3-0,0-2-0], [10:0-2-8,0-1-8], [14:0-2-8,0-1-8] 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 0.71 0.71 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.28 0.05 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 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. (size)15=0-3-8, 9=Mechanical Max Horz 15=246(LC 7) Max Uplift 15=-4(LC 10) Max Grav 15=1478(LC 1), 9=1407(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1887/28, 4-5=-1364/115, 5-6=-1361/117, 6-8=-1840/29, 2-15=-1396/52, 8-9=-1325/36 BOT CHORD 14-15=-235/604, 12-14=-45/1453, 10-12=0/1423, 9-10=-43/270 WEBS 4-14=0/291, 4-12=-600/165, 5-12=0/854, 6-12=-577/165, 6-10=0/261, 2-14=0/1015, 8-10=0/1162 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T07 Truss Type ROOF SPECIAL Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784727 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-_MmSp4QhdFyFKAvNmbcQYeF?_vaLMQno09vBA_zOAI5 Scale = 1:77.2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 3x8 5x8 5x10 MT18HS 3x4 3x6 3x6 3x4 3x6 3x8 3x4 5x6 4x6 5x6 5x8 3x6 3x6 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)-- [2:0-2-12,0-1-12], [4:0-1-12,0-1-8], [6:0-3-8,Edge], [7:0-4-4,0-2-8], [8:0-3-0,0-1-4], [11:0-2-4,0-1-12], [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 0.71 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.33 0.06 (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 (4-9-5 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. (size)17=0-3-8, 10=Mechanical Max Horz 17=266(LC 7) Max Uplift 17=-3(LC 10) Max Grav 17=1482(LC 1), 10=1411(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1891/30, 4-5=-1371/116, 5-6=-1377/115, 6-7=-1769/42, 7-8=-1416/22, 2-17=-1399/53 BOT CHORD 16-17=-243/604, 14-16=-49/1456, 12-14=0/1454, 11-12=0/1378, 10-11=-19/267 WEBS 4-16=0/285, 4-14=-597/166, 5-14=0/853, 6-14=-591/156, 6-12=0/279, 7-11=-1191/23, 8-11=0/1696, 2-16=0/1016, 8-10=-1342/34 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 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) 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) 17. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T07A Truss Type ROOF SPECIAL Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784728 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-OxRaR5TawALqBdeyRkA79HtQp7b2ZpzEi77rnJzOAI2 Scale = 1:77.2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 3x8 5x8 5x10 MT18HS 5x6 5x6 4x6 3x6 3x6 3x4 3x6 3x8 3x4 5x8 3x4 4x8 3x6 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)-- [2:0-2-12,0-1-12], [4:0-1-12,0-1-8], [6:0-3-4,Edge], [9:Edge,0-1-12], [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 0.71 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.33 0.06 (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 (6-0-0 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. (size)17=0-3-8, 10=Mechanical Max Horz 17=266(LC 7) Max Uplift 17=-3(LC 10) Max Grav 17=1482(LC 1), 10=1411(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1891/32, 4-5=-1371/118, 5-6=-1379/118, 6-7=-1670/37, 7-8=-835/56, 8-9=-1053/47, 2-17=-1399/54, 9-10=-1375/10 BOT CHORD 16-17=-243/604, 14-16=-50/1456, 12-14=0/1458, 11-12=0/1423 WEBS 4-16=0/285, 4-14=-599/166, 5-14=0/857, 6-14=-595/158, 6-12=0/276, 7-11=-1157/0, 8-11=0/337, 2-16=0/1016, 9-11=0/1106 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 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) 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) 17. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T07B Truss Type ROOF SPECIAL Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784729 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-pW7j47VSD5jP25NX6sjqnvVznKeum9hhO5MWOezOAI? Scale = 1:81.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 3x6 6x6 5x8 5x6 5x6 3x6 3x6 3x4 3x6 3x8 2x4 3x4 3x12 5x12 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)-- [2:0-5-8,0-1-8], [4:0-1-12,0-1-8], [5:0-2-9,0-3-4], [6:0-3-12,0-2-8], [8:0-3-0,0-1-12], [10:0-5-0,0-1-8], [15:0-2-8,0-1-8], [16:0-3-0,0-1-8] 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 0.87 0.70 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.31 0.05 (loc) 15-16 15-16 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 175 lb FT = 20% GRIP 169/123 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 (5-6-6 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. (size)16=0-3-8, 9=Mechanical Max Horz 16=265(LC 7) Max Uplift 16=-3(LC 10) Max Grav 16=1482(LC 1), 9=1411(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1887/39, 4-5=-1366/126, 5-6=-1342/122, 6-7=-1039/89, 7-8=-1354/64, 8-9=-1347/33, 2-16=-1398/59 BOT CHORD 15-16=-252/635, 13-15=-44/1448, 11-13=0/1373, 10-11=0/1372 WEBS 4-15=0/293, 4-13=-592/159, 5-13=-3/848, 6-13=-520/125, 6-10=-847/0, 7-10=0/427, 8-10=0/1101, 2-15=0/979 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T07C Truss Type ROOF SPECIAL Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784730 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:03:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-Hjh5HTW4_OrGgFxjgaE3K727HkzkVV0qdl53w4zOAI_ Scale = 1:76.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 193x8 6x6 5x6 5x6 3x4 3x6 3x6 3x4 3x6 3x8 4x8 3x4 4x6 5x8 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)-- [2:0-2-12,0-1-12], [4:0-1-12,0-1-8], [5:0-3-9,0-2-12], [10:0-2-12,0-2-0], [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 0.95 0.73 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.44 0.06 (loc) 10-11 10-11 10 l/defl >999 >957 n/a L/d 240 180 n/a PLATES MT20 Weight: 177 lb FT = 20% GRIP 169/123 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: 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 (5-7-9 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-13, 6-11, 8-10 REACTIONS. (size)16=0-3-8, 10=Mechanical Max Horz 16=265(LC 7) Max Uplift 16=-3(LC 10) Max Grav 16=1482(LC 1), 10=1411(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1892/42, 4-5=-1367/131, 5-6=-1261/141, 6-7=-1070/104, 7-8=-1363/99, 2-16=-1400/60 BOT CHORD 15-16=-251/609, 13-15=-45/1456, 11-13=0/1230, 10-11=-6/964 WEBS 4-15=0/296, 4-13=-598/158, 5-13=-32/909, 6-13=-497/132, 6-11=-508/61, 7-11=-1/502, 8-10=-1476/0, 2-15=0/1015 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T07D Truss Type ROOF SPECIAL Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784731 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-lvETVpWiliz7HOWwEHmIsKbIZ8JjE3i_rPrcRXzOAHz Scale = 1:81.5 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 3x8 6x6 5x6 5x6 4x6 3x6 3x6 3x4 3x6 3x8 3x8 3x4 3x6 5x8 3x4 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)-- [2:0-2-12,0-1-12], [4:0-1-12,0-1-8], [5:0-2-5,0-3-4], [8:0-1-12,0-1-8], [9:Edge,0-1-12], [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 0.92 0.74 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.32 0.05 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 191 lb FT = 20% GRIP 169/123 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 (5-7-12 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. (size)17=0-3-8, 10=Mechanical Max Horz 17=266(LC 7) Max Uplift 17=-3(LC 10) Max Grav 17=1482(LC 1), 10=1411(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1892/31, 4-5=-1366/121, 5-6=-1188/142, 6-7=-1020/131, 7-8=-1349/116, 8-9=-1311/52, 2-17=-1401/54, 9-10=-1363/20 BOT CHORD 16-17=-254/610, 14-16=-45/1456, 13-14=0/1090, 11-13=0/1031 WEBS 4-16=0/301, 4-14=-598/156, 5-14=-49/926, 6-14=-516/137, 6-13=-312/54, 7-13=-3/405, 8-11=-410/71, 2-16=0/1014, 9-11=0/1146 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T07E Truss Type PIGGYBACK BASE Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784732 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-hIMEvVYzHJDrXigILiomylggIx?aizeGJjKjWPzOAHx Scale = 1:76.5 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 3x6 5x8 5x8 4x6 3x6 3x6 3x4 3x6 3x4 3x8 3x4 3x6 3x4 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], [10:0-2-8,0-1-8], [15:0-2-8,0-1-8], [16:0-3-0,0-1-8] 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 0.77 0.65 0.49 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 (5-0-4 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. (size)16=0-3-8, 9=Mechanical Max Horz 16=246(LC 7) Max Grav 16=1482(LC 1), 9=1411(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1882/7, 4-5=-1424/88, 5-6=-1011/112, 6-7=-1345/91, 7-8=-1314/25, 8-9=-1365/0, 2-16=-1398/47 BOT CHORD 15-16=-246/634, 13-15=-24/1442, 12-13=0/1073, 10-12=0/1035 WEBS 4-15=0/275, 4-13=-537/144, 5-13=-23/498, 5-12=-254/87, 6-12=0/376, 7-10=-408/63, 8-10=0/1154, 2-15=0/958 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 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) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T08 Truss Type PIGGYBACK BASE Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784733 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ODz00vgEwOUQjERDxoz7Ms4KKzQN2V?lcHlFsqzOAHn 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 3x6 5x8 5x8 3x6 3x6 3x6 3x4 3x6 3x4 3x8 3x4 3x6 12x12 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], [10:Edge,0-10-2], [11:0-2-8,0-1-8], [16:0-2-8,0-1-8], [17:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.69 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.33 0.06 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 169/123 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: 2x4 SPF-S Stud 2-17: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-4-10 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. (size)17=0-3-8, 10=0-5-8 Max Horz 17=225(LC 7) Max Grav 17=1611(LC 1), 10=1541(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2084/0, 4-5=-1640/76, 5-6=-1255/99, 6-7=-1645/77, 7-9=-2094/0, 9-10=-1455/26, 2-17=-1527/40 BOT CHORD 16-17=-241/644, 14-16=-10/1610, 13-14=0/1253, 11-13=0/1629, 10-11=-56/361 WEBS 4-16=0/261, 4-14=-523/146, 5-14=-22/497, 6-13=0/503, 7-13=-544/148, 7-11=0/265, 9-11=0/1273, 2-16=0/1117 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -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 35-9-4, Exterior(2E) 35-9-4 to 38-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T08A Truss Type PIGGYBACK BASE Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784734 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-poe8exi7DJs?aiAocxXqzViujBRIFr2BIEzvT9zOAHk 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 3x6 5x8 5x8 3x6 3x6 3x6 3x4 3x6 3x4 3x8 3x4 3x6 3x6 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], [11:0-3-0,0-0-4], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8], [18:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.67 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.31 0.07 (loc) 17-18 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 or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-2 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. (size)18=0-3-8, 11=0-5-8 Max Horz 18=-231(LC 8) Max Grav 18=1607(LC 1), 11=1607(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2077/0, 4-5=-1632/75, 5-6=-1247/98, 6-7=-1633/75, 7-9=-2077/0, 9-11=-1522/40, 2-18=-1523/40 BOT CHORD 17-18=-232/650, 15-17=-1/1604, 14-15=0/1246, 12-14=0/1604, 11-12=-118/499 WEBS 4-17=0/261, 4-15=-523/146, 5-15=-22/496, 6-14=0/497, 7-14=-522/146, 7-12=0/260, 9-12=0/1111, 2-17=0/1111 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -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 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T09 Truss Type PIGGYBACK BASE Qty 6 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784735 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-lAmv3dkNlw6iq0JBjLZI2woCX_7ljlPUlYS0Y2zOAHi 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 3x6 5x8 5x8 3x6 3x6 3x6 3x4 3x6 3x4 3x8 3x4 3x6 3x6 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], [10:0-3-0,0-0-4], [11:0-2-8,0-1-8], [16:0-2-8,0-1-8], [17:0-3-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.68 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.31 0.06 (loc) 10-11 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 (4-4-14 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. (size)17=Mechanical, 10=0-5-8 Max Horz 17=-226(LC 6) Max Grav 17=1537(LC 1), 10=1608(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2075/0, 3-4=-1637/77, 4-5=-1248/99, 5-6=-1634/76, 6-8=-2078/0, 8-10=-1523/40, 1-17=-1452/26 BOT CHORD 16-17=-184/506, 14-16=-2/1613, 13-14=0/1248, 11-13=0/1605, 10-11=-118/499 WEBS 3-16=0/255, 3-14=-532/147, 4-14=-23/499, 5-13=0/497, 6-13=-522/146, 6-11=0/260, 8-11=0/1112, 1-16=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; Ke=0.97; 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) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T10 Truss Type HIP Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784736 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-9lS1hemF1rUHhT2mPU7?gYQkjC9Iw1TwSWhg8NzOAHf Scale: 1/8"=1' 1 2 3 4 5 6 7 8 24 23 22 13 12 11 10 91716 21 20 19 18 15 14 25 26 27 28 4x6 5x10 MT18HS 5x6 5x12 3x6 2x4 5x12 4x6 3x4 4x6 3x4 2x4 5x12 4x8 5x12 6x8 6x6 2x4 2x4 3x6 2x4 2x4 2x4 0-2-23-7-5 3-7-5 4-9-0 1-1-11 12-6-0 7-9-0 17-1-8 4-7-8 20-5-0 3-3-8 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 22-9-8 2-4-8 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)-- [1:0-3-0,0-1-8], [2:0-1-12,0-1-8], [3:0-6-0,0-1-8], [4:0-2-12,0-1-12], [5:0-2-12,0-2-0], [7:0-2-0,0-3-0], [8:Edge,0-1-12], [9:Edge,0-1-12], [10:0-3-4,0-1-12], [12:0-7-4,0-3-8], [13:0-6-0,0-2-0], [21:0-4-8,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.62 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.36 0.16 (loc) 15 15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 226 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-19,3-19,4-19,4-16: 2x4 SPF No.2, 1-24,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-10 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. WEBS 1 Row at midpt 2-23, 4-19, 5-13, 1-24 REACTIONS. (size)24=Mechanical, 9=Mechanical Max Horz 24=-278(LC 6) Max Grav 24=1535(LC 1), 9=1535(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-985/40, 2-3=-1437/93, 3-4=-1071/121, 4-5=-1794/83, 5-6=-2226/21, 6-8=-2039/4, 1-24=-1500/0, 8-9=-1452/31 BOT CHORD 12-13=0/1740, 5-12=0/847, 9-10=-50/281, 20-21=-99/876, 19-20=-97/876 WEBS 21-23=0/259, 2-21=-831/80, 2-19=-87/374, 3-19=0/367, 4-19=-800/0, 13-19=0/1519, 5-13=-897/100, 10-12=0/1713, 6-10=-701/56, 1-21=0/1260, 8-10=0/1315, 4-13=0/1245, 21-24=-228/253 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-3-1, Exterior(2R) 8-3-1 to 24-7-15, Interior(1) 24-7-15 to 35-6-4, Exterior(2E) 35-6-4 to 38-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T11 Truss Type HIP Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784737 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-68ao6KoWZSk?wnC8Wv9TlzV4G?rTOwUDvqAnDFzOAHd Scale = 1:80.6 1 2 3 4 5 6 7 8 9 25 24 23 15 14 13 12 11 101918 22 21 20 17 16 26 27 28 29 30 4x6 5x6 5x6 3x8 3x6 2x4 3x4 3x4 4x6 3x4 5x12 4x6 5x12 2x4 5x12 3x4 4x8 6x6 2x4 2x4 3x8 2x4 2x4 6x8 0-2-212-4-8 3-11-143-11-14 4-9-00-9-2 9-6-04-9-0 17-1-87-7-8 19-5-02-3-8 22-9-83-4-8 23-5-00-7-8 29-11-46-6-3 38-8-08-8-12 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 5-1-011-2-1411-5-01-3-03-0-00-8-011-2-148.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-1-12,0-1-8], [6:0-3-0,0-1-12], [7:0-1-12,0-1-8], [9:Edge,0-1-12], [10:Edge,0-1-12], [11:0-3-4,0-1-12], [14:0-7-4,0-3-8], [15:0-4-8,0-2-0], [16:0-4-12,0-1-8], [22:0-4-8,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.58 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.48 0.16 (loc) 17-20 17-20 10 l/defl >999 >958 n/a L/d 240 180 n/a PLATES MT20 Weight: 218 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* 3-20,4-20,6-12: 2x4 SPF No.2, 1-25,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-13 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 5-15 WEBS 1 Row at midpt 4-20, 1-25, 2-24 REACTIONS. (size)25=Mechanical, 10=Mechanical Max Horz 25=-242(LC 6) Max Grav 25=1541(LC 1), 10=1544(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1050/48, 2-3=-1377/74, 3-4=-1080/90, 4-5=-1870/31, 5-6=-1880/31, 6-7=-2332/0, 7-9=-2053/0, 1-25=-1485/0, 9-10=-1461/13 BOT CHORD 5-15=-306/78, 14-15=0/1830, 10-11=-47/280, 21-22=-90/837, 20-21=-89/834 WEBS 2-20=-68/434, 3-20=0/452, 4-20=-1042/46, 15-20=-43/1454, 4-15=0/707, 6-15=-142/272, 6-14=0/872, 7-14=-100/359, 7-11=-792/34, 9-11=0/1328, 11-14=0/1784, 2-22=-767/11, 1-22=0/1178 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 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 35-6-4, Exterior(2E) 35-6-4 to 38-6-4 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) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T12 Truss Type HIP Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784738 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-2WhYX0pm54_j94MXeKBxrOaVspVcsuMWM8fuH8zOAHb Scale = 1:72.1 1 2 3 4 5 6 7 8 9 21 20 15 14 13 12 11 10 19 18 17 16 22 23 24 25 26 4x6 5x6 3x6 5x6 3x6 2x4 4x8 2x4 5x12 3x8 3x4 3x8 6x8 3x4 5x6 3x6 2x4 2x4 2x4 2x4 5x8 0-2-212-4-8 4-9-04-9-0 13-1-118-4-11 17-1-83-11-13 19-9-52-7-13 26-5-06-7-11 32-3-115-10-10 38-8-06-4-5 4-9-0 4-9-0 6-6-0 1-9-0 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 5-1-09-2-149-5-01-3-00-8-09-2-148.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:0-3-0,0-1-12], [8:0-1-12,0-1-8], [9:Edge,0-1-12], [10:Edge,0-1-8], [11:0-2-8,0-1-8], [12:0-5-12,0-2-8], [16:0-2-8,0-2-8], [19:0-3-4,0-2-8] 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 0.57 0.73 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.44 0.09 (loc) 18-19 18-19 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 199 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,6-12,3-18: 2x4 SPF No.2, 1-21,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-5 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-18, 6-12, 1-21, 2-20, 3-19 REACTIONS. (size)21=Mechanical, 10=Mechanical Max Horz 21=-206(LC 6) Max Grav 21=1533(LC 1), 10=1535(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1112/48, 2-3=-1052/99, 3-4=-1645/26, 4-6=-1643/25, 6-7=-1432/56, 7-8=-1815/31, 8-9=-2011/0, 1-21=-1483/0, 9-10=-1470/0 BOT CHORD 11-12=0/1595, 18-19=-82/973, 17-18=-6/1811, 16-17=-6/1811 WEBS 4-18=-435/111, 6-18=-301/43, 6-12=-701/120, 7-12=0/607, 8-12=-281/123, 1-19=0/1160, 9-11=0/1453, 6-16=0/359, 12-16=-17/1758, 3-18=-48/1092, 3-19=-599/141 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 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 35-6-4, Exterior(2E) 35-6-4 to 38-6-4 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) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T13 Truss Type HIP Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784739 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-_vpIyir0dhFRPOVvlkDPwpgpgc9vKlypqS8_M0zOAHZ Scale = 1:71.5 1 2 3 4 5 6 7 8 22 21 20 13 12 11 10 9 19 18 17 16 15 14 23 24 25 26 4x6 5x8 3x6 3x4 2x4 2x4 4x8 2x4 2x4 6x16 3x8 3x8 6x8 4x6 5x6 3x6 2x4 3x8 MT18HS 2x4 2x4 3x6 5x8 0-2-212-4-8 3-6-03-6-0 4-9-01-3-0 12-2-47-5-4 17-1-84-11-4 20-8-123-7-4 29-5-08-8-4 38-8-09-3-0 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 5-1-07-2-147-5-01-3-00-8-07-2-148.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-4-8,0-1-12], [7:0-3-0,0-1-8], [8:0-2-0,0-1-4], [9:Edge,0-2-0], [14:0-2-8,0-0-4], [17:0-3-4,0-2-0], [19:0-4-8,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.80 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.38 0.14 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 183 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 No.2 WEBS 2x3 SPF No.2 *Except* 2-17,5-17,5-10: 2x4 SPF No.2, 1-22,8-9: 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 (4-2-6 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-21, 5-17, 5-10, 1-22, 7-9 REACTIONS. (size)9=Mechanical, 22=Mechanical Max Horz 22=-170(LC 6) Max Grav 9=1535(LC 1), 22=1535(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-950/62, 2-3=-2105/75, 3-5=-2102/74, 5-6=-1569/43, 6-7=-1924/38, 7-8=-292/27, 1-22=-1507/20, 8-9=-261/36 BOT CHORD 9-10=0/1515, 18-19=-89/787, 17-18=-88/786, 15-17=-62/2412, 14-15=-62/2412 WEBS 19-21=0/255, 2-19=-820/129, 2-17=-101/1643, 3-17=-567/147, 5-17=-394/32, 12-14=0/303, 5-14=0/456, 5-10=-1122/134, 6-10=0/650, 1-19=-3/1221, 7-9=-1789/4, 10-14=-74/2302 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, 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 35-6-4, Exterior(2E) 35-6-4 to 38-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T14 Truss Type COMMON Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784740 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-S5Nh92reO?NI1Y46JSleS1C3a0fH3Osy36tYuTzOAHY Scale = 1:44.3 1 2 3 4 5 8 7 6 9 10 4x6 3x4 3x4 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. (size)8=0-5-8, 6=0-5-8 Max Horz 8=159(LC 9) Max Grav 8=410(LC 1), 6=410(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-258/123, 3-4=-258/123, 2-8=-377/125, 4-6=-377/125 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T15 Truss Type COMMON Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784741 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-OUVRajtvwcd?GsEUQtn6YSIPcqIOXHjFWQMfzLzOAHW Scale = 1:44.3 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)-- [2:0-3-0,0-1-12], [4:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-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. (size)5=0-3-0, 7=0-3-8 Max Horz 7=152(LC 7) Max Uplift 5=-3(LC 10) Max Grav 5=308(LC 1), 7=449(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-348/104, 4-5=-255/82 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; Ke=0.97; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T16 Truss Type COMMON Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784742 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-tg2pn3uXhwlsu?ph_aIL4fqaCEfZGk5Ol46CVozOAHV Scale = 1:44.3 1 2 3 7 5 4 8 9 6 4x6 4x6 4x6 3x4 3x4 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)-- [1:0-3-0,0-1-12], [3:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-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. (size)4=0-3-0, 6=0-3-8 Max Horz 6=-140(LC 6) Max Grav 4=318(LC 1), 6=376(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-284/74, 3-4=-267/70 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T17 Truss Type HIP Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784743 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-LtcB?Pu9SDtjV9OtYIpadtNlIdvq?6GYzkrl1EzOAHU Scale = 1:26.8 1 2 3 4 5 6 10 9 8 7 11 12 4x6 4x6 3x4 3x4 3x4 3x8 3x4 3x4 3x8 0-1-132-4-0 2-4-0 12-7-0 10-3-0 14-11-0 2-4-0 -0-11-0 0-11-0 2-4-0 2-4-0 7-5-8 5-1-8 12-7-0 5-1-8 14-11-0 2-4-0 1-5-03-7-33-9-01-5-03-7-312.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-3-0,0-1-8], [5:0-3-0,0-1-8], [6:0-1-4,0-1-8] 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 0.30 0.69 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.43 0.01 (loc) 8-9 8-9 7 l/defl >829 >409 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=83(LC 7) Max Grav 10=651(LC 1), 7=583(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-561/24, 3-4=-370/33, 4-5=-378/30, 5-6=-556/14, 2-10=-714/9, 6-7=-645/0 BOT CHORD 8-9=-81/657 WEBS 3-9=0/266, 4-9=-351/107, 4-8=-345/109, 5-8=0/266, 2-9=0/458, 6-8=0/451 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-4-0, Exterior(2R) 2-4-0 to 6-6-15, Interior(1) 6-6-15 to 8-4-1, Exterior(2R) 8-4-1 to 12-7-0, Exterior(2E) 12-7-0 to 14-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T18 Truss Type ROOF SPECIAL Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784744 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-HFkyQ5wPzr7RlTYFfjs2iIS44RXdTxZqR2Ks66zOAHS 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 3x4 3x6 3x4 4x8 3x4 3x4 5x6 3x4 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)-- [2:0-3-0,0-1-8], [3:0-3-8,0-1-8], [4:0-3-8,0-2-4], [5:0-1-12,0-2-12], [7:0-3-0,0-1-8] 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. (size)16=0-3-8, 10=0-3-8 Max Horz 16=-137(LC 8) Max Uplift 10=-31(LC 11) Max Grav 16=1062(LC 1), 10=1062(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1040/51, 3-4=-997/75, 4-5=-1477/75, 5-6=-1901/15, 6-7=-630/26, 7-8=-935/3, 2-16=-1020/49, 8-10=-1129/0 BOT CHORD 14-15=-28/663, 12-14=0/1899, 11-12=-43/1568 WEBS 3-14=-34/553, 4-14=0/773, 5-14=-1462/25, 6-12=0/431, 6-11=-1109/83, 7-11=0/465, 2-15=0/592, 8-11=0/766 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss T19 Truss Type COMMON Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784745 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-lSIKdRx1k8FIMd7SDQNHFV?C9r0OCX1_gi4PeZzOAHR Scale: 1/4"=1' 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)-- [1:0-3-4,0-1-0], [3:0-3-4,0-1-0] 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 0.52 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. (size)6=0-5-8, 4=0-3-8 Max Horz 6=148(LC 7) Max Grav 6=518(LC 1), 4=518(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-484/89, 2-3=-484/89, 1-6=-461/71, 3-4=-461/71 WEBS 2-5=0/254 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784746 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-hqQ427yIGmV0cwGqLrPlKw4WPebUgInH7?ZWjRzOAHP Scale = 1:47.3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 4x8 5x8 5x6 5x6 3x4 4x6 3x6 5x8 5x12 2x4 3x6 4x6 3x4 0-1-130-1-43-8-0 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 -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], [5:0-3-0,0-3-0], [7:0-3-8,0-2-4], [11:0-6-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.72 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.30 0.03 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 121 lb FT = 20% GRIP 169/123 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* 3-13,7-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-12 max.): 3-4, 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. REACTIONS. (size)15=0-3-8, 10=0-3-8 Max Horz 15=-111(LC 6) Max Uplift 10=-83(LC 9) Max Grav 15=1062(LC 1), 10=1058(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1025/9, 3-4=-1381/46, 4-5=-2014/25, 5-6=-2358/125, 6-7=-2358/125, 2-15=-1048/0 BOT CHORD 13-14=-41/692, 11-13=-63/3077, 10-11=-43/432 WEBS 3-13=-36/822, 4-13=0/1046, 5-13=-2106/151, 6-11=-375/132, 2-14=-9/707, 7-11=-70/2074, 7-10=-899/95, 5-11=-771/30 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 32 lb up at 15-5-4, 49 lb down and 32 lb up at 17-5-4, 49 lb down and 32 lb up at 19-5-4, 49 lb down and 32 lb up at 21-5-4, and 49 lb down and 33 lb up at 23-5-4, and 53 lb down and 49 lb up at 24-3-0 on top chord, and 12 lb down and 0 lb up at 15-5-4, 12 lb down and 0 lb up at 17-5-4, 12 lb down and 0 lb up at 19-5-4, 12 lb down and 0 lb up at 21-5-4, and 12 lb down and 0 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. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784746 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:36 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-hqQ427yIGmV0cwGqLrPlKw4WPebUgInH7?ZWjRzOAHP 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, 10-15=-20 Concentrated Loads (lb) Vert: 11=0(F) 20=0(F) 21=0(F) 22=0(F) 23=0(F) 24=3(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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 35 Estates at Towne Meadow Job Reference (optional) I45784747 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-6P5Dg8?AZhtbTO?P0zySyZi1usexthojpznAJmzOAHM Scale: 1/4"=1' 1 2 3 6 5 47891011 3x8 4x6 3x8 5x10 MT18HS 5x10 MT18HS8x8 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)-- [1:0-3-0,0-1-8], [3:0-3-0,0-1-8], [4:0-5-0,0-0-4], [5:0-4-0,0-4-12], [6:0-5-0,0-0-12] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.61 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 0.00 (loc) 4-5 4-5 4 l/defl >999 >964 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 154 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x6 SPF No.2 *Except* 2-5: 2x4 SPF No.2, 1-5,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-5-8, 4=0-3-8 Max Horz 6=147(LC 5) Max Grav 6=5560(LC 1), 4=5205(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3617/0, 2-3=-3617/0, 1-6=-2964/0, 3-4=-2920/0 BOT CHORD 5-6=0/861, 4-5=0/1086 WEBS 2-5=0/4553, 1-5=0/1661, 3-5=0/1432 NOTES-(9-10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1396 lb down at 0-2-12, 1391 lb down at 2-4-12, 1391 lb down at 4-4-12, 1391 lb down at 6-4-12, 1391 lb down at 8-4-12, and 1391 lb down at 10-4-12, and 1393 lb down at 12-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 35 Estates at Towne Meadow Job Reference (optional) I45784747 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:39 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-6P5Dg8?AZhtbTO?P0zySyZi1usexthojpznAJmzOAHM LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 6=-1396(F) 5=-1391(F) 7=-1391(F) 8=-1391(F) 9=-1391(F) 10=-1391(F) 11=-1393(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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 35 Estates at Towne Meadow Job Reference (optional) I45784748 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-2oDz5q0Q5I8Iii9o7O?w1_nQqfLiLVS0HHGHOfzOAHK Scale = 1:49.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 917181920212223242526 4x8 6x10 8x8 10x10 5x10 MT18HS 5x10 MT18HS 5x10 MT18HS8x8 5x8 6x6 4x8 3x4 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)-- [1:0-3-12,0-1-12], [2:0-4-4,0-3-0], [3:0-6-3,Edge], [5:0-1-8,0-1-12], [6:0-7-0,0-1-13], [7:0-3-12,0-2-0], [10:0-3-0,0-4-4], [11:0-4-8,0-1-8], [13:0-3-0,0-4-8], [14:0-2-0,0-1-8], [15:0-3-8,0-4-8] 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 0.49 0.53 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.33 0.05 (loc) 11-13 11-13 9 l/defl >999 >914 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 496 lb FT = 20% GRIP 169/123 197/144 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* 2-14,5-13,5-10: 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. (size)16=0-3-8, 9=0-3-8 Max Horz 16=-150(LC 4) Max Grav 16=10484(LC 1), 9=9456(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9938/0, 2-3=-8417/0, 3-4=-11657/0, 4-5=-15209/0, 5-6=-7369/0, 6-7=-10087/0, 1-16=-8237/0, 7-9=-9744/0 BOT CHORD 15-16=0/1315, 14-15=0/7021, 13-14=0/15137, 11-13=0/14044, 10-11=0/14044 WEBS 2-15=0/3149, 2-14=0/4049, 3-14=0/7784, 4-14=-12569/0, 4-13=0/2156, 5-13=0/1558, 5-10=-8797/0, 6-10=0/6855, 1-15=0/5754, 7-10=0/7462, 5-11=0/4349 NOTES-(11-12) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) This truss 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) 1518 lb down at 1-2-4, 1517 lb down at 3-2-4, 1517 lb down at 5-2-4, 1517 lb down at 7-2-4, 1517 lb down at 9-2-4, 1517 lb down at 11-2-4, 1515 lb down at 13-2-4, 1521 lb down at 15-2-4, 1513 lb down at 17-2-4, and 1515 lb down at 19-2-4, and 2719 lb down and 1136 lb up at 21-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 35 Estates at Towne Meadow Job Reference (optional) I45784748 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:42 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-W_nLJA12scG9Ksk_h5W9ZBKba3hw4yh9Vx0rw5zOAHJ 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-6=-60, 6-7=-60, 7-8=-60, 9-16=-20 Concentrated Loads (lb) Vert: 12=-1515(B) 17=-1518(B) 18=-1517(B) 19=-1517(B) 20=-1517(B) 21=-1517(B) 22=-1517(B) 23=-1521(B) 24=-1513(B) 25=-1515(B) 26=-2719(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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type COMMON GIRDER Qty 1 Ply 2 35 Estates at Towne Meadow Job Reference (optional) I45784749 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-_ALkWW2hdvO0x?JAFp1O6PtkqT6tpPIJkblOSXzOAHI Scale = 1:50.2 1 2 3 4 8 7 6 5910111213 12x18 MT18HS 5x8 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:Edge,0-10-9], [6:0-5-0,0-6-0], [7:0-5-0,0-6-0] 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 0.22 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -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. (size)8=0-5-8, 5=0-3-8 Max Horz 8=-162(LC 6) Max Uplift 5=-77(LC 9) Max Grav 8=5277(LC 1), 5=4596(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4887/0, 2-3=-4906/0, 1-8=-4230/0, 3-5=-4327/0 BOT CHORD 7-8=-103/565, 6-7=0/2414, 5-6=-204/480 WEBS 2-6=-468/3328, 2-7=0/3301, 1-7=0/2974, 3-6=-9/3081 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1515 lb down at 1-10-4, 1524 lb down at 3-10-4, 1515 lb down at 5-10-4, and 1515 lb down at 7-10-4, and 2650 lb down and 999 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 April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type COMMON GIRDER Qty 1 Ply 2 35 Estates at Towne Meadow Job Reference (optional) I45784749 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:43 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-_ALkWW2hdvO0x?JAFp1O6PtkqT6tpPIJkblOSXzOAHI 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(F) 10=-1524(F) 11=-1515(F) 12=-1515(F) 13=-2650(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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type HIP GIRDER Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784750 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-tyaEMt5Bg8uSQdcyUf6KGF1Nb4PBlC7ufDjbbIzOAHE Scale = 1:70.2 1 2 3 4 5 6 7 8 9 10 11 24 23 19 16 15 14 13 12 22 21 20 18 17 25 26 27 28 29 30 31 32 33 34353637383940 5x8 3x6 8x14 MT18HS 8x8 2x4 8x10 4x6 5x6 3x8 3x6 2x4 8x16 6x8 5x8 4x10 4x8 3x8 5x8 4x8 8x8 2x4 4x6 0-1-10-6-0 0-6-0 4-9-0 4-3-0 6-11-14 2-2-14 13-4-7 6-4-10 17-1-8 3-9-1 19-9-1 2-7-9 26-1-10 6-4-10 32-5-0 6-3-6 38-8-0 6-3-0 0-6-0 0-6-0 4-9-0 4-3-0 6-11-14 2-2-14 13-4-7 6-4-10 17-1-8 3-9-1 19-9-1 2-7-9 26-1-10 6-4-10 32-5-0 6-3-6 35-4-7 2-11-7 38-8-0 3-3-9 5-3-155-4-111-1-21-3-00-8-05-3-158.00 12 Plate Offsets (X,Y)-- [1:0-4-4,0-1-8], [3:0-2-4,0-1-8], [5:0-3-8,0-1-8], [8:0-3-8,0-1-8], [9:0-4-0,0-1-9], [10:0-3-0,0-1-8], [11:Edge,0-3-8], [14:0-3-8,0-2-0], [17:0-5-0,0-2-8], [21:0-2-8,0-2-4], [22:0-3-4,0-4-0], [24:0-3-8,0-4-8] 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 0.73 0.46 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.45 -0.66 0.18 (loc) 14-16 14-16 12 l/defl >999 >700 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 228 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-9,4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 12-15,17-22: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-22: 2x4 SPF No.2, 1-24: 2x6 SPF No.2, 14-17: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins, except end verticals, and 2-0-0 oc purlins (2-8-9 max.): 1-9. BOT CHORD Rigid ceiling directly applied or 6-7-15 oc bracing. WEBS 1 Row at midpt 8-17, 10-12, 7-20, 3-22 2 Rows at 1/3 pts 5-21, 8-13 REACTIONS. (size)24=Mechanical, 12=Mechanical Max Horz 24=-134(LC 4) Max Uplift 24=-1116(LC 4), 12=-979(LC 4) Max Grav 24=2739(LC 1), 12=2670(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2532/1043, 2-3=-2534/1045, 3-5=-3584/1458, 5-7=-5541/2217, 7-8=-6185/2461, 8-9=-2807/1125, 9-10=-3433/1353, 10-11=-444/185, 1-24=-2504/982, 11-12=-339/123 BOT CHORD 13-14=-1843/4696, 12-13=-913/2496, 21-22=-1478/3584, 20-21=-2237/5541, 18-20=-2479/6216, 17-18=-2480/6219 WEBS 1-22=-1370/3440, 3-21=-735/1723, 5-21=-2358/956, 16-17=-200/395, 7-17=-202/291, 8-17=-748/1800, 8-14=-213/266, 8-13=-2416/989, 9-13=-681/1590, 10-13=-288/587, 10-12=-3059/1126, 22-23=-159/272, 7-20=-813/331, 3-22=-2269/917, 5-20=-427/915, 14-17=-1784/4548 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=1116, 12=979. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type HIP GIRDER Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784750 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:47 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-tyaEMt5Bg8uSQdcyUf6KGF1Nb4PBlC7ufDjbbIzOAHE NOTES-(11-12) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 137 lb down and 110 lb up at 0-10-4, 133 lb down and 114 lb up at 2-10-4, 133 lb down and 114 lb up at 4-9-0, 133 lb down and 114 lb up at 6-10-4, 133 lb down and 114 lb up at 8-10-4, 133 lb down and 114 lb up at 10-10-4, 133 lb down and 114 lb up at 12-10-4, 133 lb down and 114 lb up at 14-10-4, 133 lb down and 114 lb up at 16-10-4, 133 lb down and 114 lb up at 18-10-4, 133 lb down and 114 lb up at 20-10-4, 133 lb down and 114 lb up at 22-10-4, 133 lb down and 114 lb up at 24-10-4, 133 lb down and 114 lb up at 26-10-4, 133 lb down and 114 lb up at 28-10-4, 133 lb down and 114 lb up at 30-10-4, 133 lb down and 114 lb up at 32-10-4, and 133 lb down and 114 lb up at 34-10-4, and 133 lb down and 114 lb up at 36-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 1-9=-60, 9-11=-60, 23-24=-20, 12-19=-20, 18-22=-20 Concentrated Loads (lb) Vert: 23=-123 21=-123 13=-123 15=-123 25=-127 26=-123 27=-123 28=-123 29=-123 30=-123 31=-123 32=-123 33=-123 34=-123 35=-123 36=-123 37=-123 38=-123 39=-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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss TG07 Truss Type HIP GIRDER Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784751 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-pKi?nZ6RCl8AfwmKb48oLg7gcu6CD7SB6XCigBzOAHC Scale = 1:72.4 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 122021222324252627282930 5x8 3x8 5x10 MT18HS5x8 4x8 3x12 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], [3:0-2-4,0-2-0], [4:0-4-12,0-1-8], [5:0-4-8,0-1-8], [8:0-4-0,0-1-9], [9:0-2-4,0-2-0], [12:Edge,0-4-12], [15:0-1-12,0-2-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.42 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.28 -0.41 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 2-11-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-7 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 7-10-7 oc bracing. WEBS 1 Row at midpt 5-18, 5-15, 8-15, 3-19, 9-12 REACTIONS. (size)19=0-3-8, 12=0-3-8 Max Horz 19=-108(LC 6) Max Uplift 19=-746(LC 5), 12=-747(LC 4) Max Grav 19=2534(LC 1), 12=2535(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-615/195, 3-4=-3284/1170, 4-5=-2690/977, 5-6=-4458/1678, 6-8=-4459/1679, 8-9=-3288/1173, 9-10=-609/193, 2-19=-519/147, 10-12=-512/146 BOT CHORD 18-19=-889/2444, 16-18=-1702/4492, 15-16=-1702/4492, 13-15=-928/2724, 12-13=-793/2450 WEBS 3-18=-232/473, 4-18=-567/1451, 5-18=-2168/904, 5-16=-339/694, 6-15=-494/134, 8-15=-884/2118, 8-13=-173/379, 9-13=-230/467, 3-19=-2723/928, 9-12=-2736/933 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=746, 12=747. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 46 lb up at 2-0-12, 122 lb down and 50 lb up at 4-0-12, 131 lb down and 113 lb up at 6-0-12, 133 lb down and 114 lb up at 8-0-12, 133 lb down and 114 lb up at 10-0-12, 133 lb down and 114 lb up at 12-0-12, 133 lb down and 114 lb up at 14-0-12, 133 lb down and 114 lb up at 16-0-12, 133 lb down and 114 lb up at 17-11-8, 133 lb down and 114 lb up at 19-10-4, 133 lb down and 114 lb up at 21-10-4, 133 lb down and 114 lb up at 23-10-4, 133 lb down and 114 lb up at 25-10-4, 133 lb down and 114 lb up at 27-10-4, 131 lb down and 113 lb up at 29-10-4, and 122 lb down and 50 lb up at 31-10-4, and 124 lb down and 46 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 April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss TG07 Truss Type HIP GIRDER Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784751 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:49 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-pKi?nZ6RCl8AfwmKb48oLg7gcu6CD7SB6XCigBzOAHC 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 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=-122 16=-123 15=-123 13=-122 14=-123 20=-124 21=-122 22=-123 23=-123 24=-123 25=-123 26=-123 27=-123 28=-123 29=-122 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type HIP GIRDER Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784752 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ljqlCF8ikNOuvEwjjUAGR5C3Rhn2h?7Uarhpl4zOAHA Scale = 1:28.2 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 5x12 5x12 12x20 2x4 3x4 3x4 4x6 4x6 0-1-41-0-0 1-0-0 7-6-12 6-6-12 13-11-0 6-4-4 14-11-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 7-6-12 6-6-12 13-11-0 6-4-4 14-11-0 1-0-0 15-10-0 0-11-0 1-5-02-3-122-5-01-5-02-3-1212.00 12 Plate Offsets (X,Y)-- [3:0-9-8,0-2-4], [5:0-9-8,0-2-4], [8:Edge,0-1-12], [10:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.46 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.20 0.01 (loc) 9-10 9-10 8 l/defl >999 >872 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 8=0-3-8 Max Horz 10=-63(LC 6) Max Uplift 10=-129(LC 5), 8=-129(LC 4) Max Grav 10=1007(LC 21), 8=1008(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2142/315, 4-5=-2142/315 BOT CHORD 9-10=-97/433, 8-9=-76/427 WEBS 3-9=-255/1788, 4-9=-435/121, 5-9=-257/1799, 3-10=-688/137, 5-8=-694/134 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=129, 8=129. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 49 lb up at 1-0-0, and 45 lb down and 49 lb up at 13-11-0 on top chord, and 10 lb down and 12 lb up at 1-0-0, 53 lb down and 26 lb up at 1-8-12, 123 lb down and 41 lb up at 3-5-8, 123 lb down and 41 lb up at 5-5-8, 123 lb down and 41 lb up at 7-5-8, 123 lb down and 41 lb up at 9-5-8, 123 lb down and 41 lb up at 11-5-8, and 53 lb down and 26 lb up at 13-2-4, and 10 lb down and 12 lb up at 13-11-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type HIP GIRDER Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784752 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:51 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ljqlCF8ikNOuvEwjjUAGR5C3Rhn2h?7Uarhpl4zOAHA LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-10=-20 Concentrated Loads (lb) Vert: 9=-123 11=3(F) 12=-53 13=-123 14=-123 15=-123 16=-123 17=-53 18=3(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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss V01 Truss Type VALLEY Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784753 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-DvO7Pb9KVgWlWOVvHChVzIlHP57YQeVdpVRMHWzOAH9 Scale = 1:37.5 1 2 3 5 4 6 3x4 3x4 3x4 2x4 4x6 0-0-40-0-4 8-9-88-9-4 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)-- [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.53 0.44 0.21 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: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-9-4, 4=8-9-4, 5=8-9-4 Max Horz 1=125(LC 7) Max Uplift 1=-6(LC 11), 4=-44(LC 11), 5=-6(LC 7) Max Grav 1=225(LC 18), 4=121(LC 18), 5=396(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-282/75 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; Ke=0.97; 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 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss V02 Truss Type Valley Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784754 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-AIVuqGAa1ImSmieIOdkz2jqcSvs1uabwGpwTLOzOAH7 Scale = 1:30.4 1 2 3 5 4 6 3x4 3x4 3x4 3x4 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 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.63 0.25 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: 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. (size)1=7-5-4, 4=7-5-4, 5=7-5-4 Max Horz 1=89(LC 7) Max Uplift 1=-27(LC 11), 4=-46(LC 11) Max Grav 1=172(LC 18), 4=119(LC 18), 5=325(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss V03 Truss Type Valley Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784755 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-6gdeFyCqZv0A??ogW2mR88v1OiZDMVGDj7PaQHzOAH5 Scale = 1:22.1 1 2 3 43x4 3x4 3x4 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 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [3:0-0-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-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. (size)1=6-3-7, 3=6-3-7, 4=6-3-7 Max Horz 1=-52(LC 6) Max Uplift 1=-15(LC 11), 3=-15(LC 11) Max Grav 1=139(LC 1), 3=139(LC 1), 4=188(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss V04 Truss Type Valley Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784756 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dYNT8g5vNAR6z8qa24808yzOB2r-atB0SIDTKD91d9Nt3lHggMSFC6x?5yoNyn87yjzOAH4 Scale: 1"=1' 1 2 3 4 3x4 3x4 3x4 2x4 3-7-113-7-11 3-7-150-0-4 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)-- [1:0-3-3,Edge], [3:0-0-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.04 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 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 3-7-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-7-7, 3=3-7-7, 4=3-7-7 Max Horz 1=-28(LC 8) Max Uplift 1=-8(LC 11), 3=-8(LC 11) Max Grav 1=76(LC 1), 3=76(LC 1), 4=102(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss V05 Truss Type Valley Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784757 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-23lPgeD55WHuFJy3dTovDZ_MgWE7qPdWBRuhUAzOAH3 Scale = 1:24.4 1 2 3 43x4 3x4 3x4 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 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [3:0-0-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-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. (size)1=6-11-15, 3=6-11-15, 4=6-11-15 Max Horz 1=-58(LC 8) Max Uplift 1=-17(LC 11), 3=-17(LC 11) Max Grav 1=156(LC 1), 3=156(LC 1), 4=210(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss V06 Truss Type Valley Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784758 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:04:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-WFJnt_EjsqPlsTXFBAJ8lnXa3wYCZsTfQ5dE1czOAH2 Scale = 1:13.7 1 2 3 3x4 3x4 3x4 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)-- [1:0-3-3,Edge], [2:0-0-0,0-0-1], [3:0-0-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 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. (size)1=4-3-15, 3=4-3-15 Max Horz 1=35(LC 7) Max Grav 1=155(LC 1), 3=155(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss V07 Truss Type Valley Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784759 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:05:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-_Ss94KFLc8XcUd6SltrNI_4mUKyyIJjpekNnZ2zOAH1 Scale = 1:7.0 1 2 3 3x4 3x4 3x4 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)-- [1:0-3-3,Edge], [2:0-0-0,0-0-1], [3:0-0-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-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. (size)1=1-7-15, 3=1-7-15 Max Horz 1=11(LC 7) Max Grav 1=48(LC 1), 3=48(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss V08 Truss Type VALLEY Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784760 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:05:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-TeQXIgGzNRfT6mheIbMcrCctmjHO1kzytO6L5VzOAH0 Scale = 1:39.5 1 2 3 4 5 9 8 7 6 10 3x4 4x6 3x4 3x4 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], [5:Edge,0-2-8], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.08 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=141(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 8, 7 except 9=-125(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7 except 8=286(LC 17), 9=323(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-253/201 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-14 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) 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=125. 6) Non Standard bearing condition. Review required. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss V09 Truss Type VALLEY Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784761 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:05:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-xq_vV0Gb8lnKjwGqsItrNP90L7bumCa662sudxzOAH? Scale = 1:31.2 1 2 3 4 7 6 5 8 3x6 4x6 3x4 3x4 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], [4:Edge,0-2-8], [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.25 0.10 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=117(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=361(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-14 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7, 6. 6) Non Standard bearing condition. Review required. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss V10 Truss Type Valley Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784762 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:05:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-tD6gwhIsgM12zEPD_jvJSqEHSxEBE6KOZML?hpzOAGz Scale: 1/2"=1' 1 2 3 5 4 6 7 3x4 5x6 3x4 3x4 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)-- [2:0-3-12,0-2-0], [3:Edge,0-2-8], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 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 *Except* 2-3: 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 10-0-0 oc bracing. REACTIONS. (size)1=9-4-12, 4=9-4-12, 5=9-4-12 Max Horz 1=96(LC 7) Max Uplift 4=-15(LC 6), 5=-41(LC 7) Max Grav 1=131(LC 18), 4=212(LC 24), 5=394(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-277/128 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-12 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss V11 Truss Type Valley Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784763 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:05:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-LPg281JURg9vaO_PXRQY?2nUQLcYzZiYo04YDGzOAGy Scale = 1:23.8 1 2 3 5 4 6 7 3x4 3x4 3x4 3x4 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)-- [1:0-3-3,Edge], [2:0-2-0,0-0-12], [3:Edge,0-2-8], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-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. (size)1=8-0-12, 4=8-0-12, 5=8-0-12 Max Horz 1=95(LC 7) Max Uplift 4=-13(LC 6), 5=-31(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-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss V12 Truss Type Valley Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784764 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:05:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-pcEQLNK6C_HlCYZb58xnYFKiHkz4i0Ah1gq6lizOAGx Scale: 1/2"=1' 1 2 3 5 4 6 3x4 3x4 3x4 3x4 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)-- [1:0-3-3,Edge], [2:0-2-0,0-0-12], [3:Edge,0-2-8], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-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. (size)1=6-8-12, 4=6-8-12, 5=6-8-12 Max Horz 1=95(LC 7) Max Uplift 4=-11(LC 6), 5=-30(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-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss V13 Truss Type Valley Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784765 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:05:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-HoooYjKkzHPcqh8ofsT04Tst18JORTdrFKZfI8zOAGw Scale: 1/2"=1' 1 2 3 5 4 6 3x4 3x4 3x4 3x4 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)-- [1:0-3-3,Edge], [2:0-2-0,0-0-12], [3:Edge,0-2-8], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-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. (size)1=5-4-12, 4=5-4-12, 5=5-4-12 Max Horz 1=95(LC 7) Max Uplift 4=-12(LC 6), 5=-24(LC 7) Max Grav 1=141(LC 18), 4=43(LC 1), 5=229(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss V14 Truss Type Valley Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784766 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:05:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-l_LBm3LMkbXTRrj_DZ_FdgP3sYfiAw5_U_JDqbzOAGv Scale = 1:20.9 1 2 3 5 4 6 3x4 3x4 3x4 3x4 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 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.38 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. (size)1=4-0-12, 4=4-0-12, 5=4-0-12 Max Horz 1=87(LC 7) Max Uplift 4=-113(LC 3) Max Grav 1=133(LC 18), 5=252(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=113. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss V15 Truss Type Valley Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784767 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:05:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-EAvZzPM_VvfK3?IAmGVU9uyI2y0CvNx8je2mM1zOAGu Scale = 1:14.2 1 2 3 4 3x4 3x4 3x4 3x4 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)-- [1:0-3-3,Edge], [2:0-0-0,0-0-1], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 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. (size)1=2-8-12, 4=2-8-12 Max Horz 1=51(LC 7) Max Uplift 4=-12(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-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss V16 Truss Type Valley Qty 1 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784768 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:05:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-iNTxBlNcGCnBh9tNK_0ji5UUvMNKeqBHxIoJvTzOAGt Scale = 1:7.4 1 2 3 3x4 3x4 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)-- [1:0-3-3,Edge], [2:0-0-0,0-0-1], [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. (size)1=1-4-8, 3=1-4-8 Max Horz 1=-12(LC 6) Max Grav 1=47(LC 1), 3=47(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Non Standard bearing condition. Review required. 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss V17 Truss Type Valley Qty 2 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784769 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:05:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-AZ1JO4NF1Wv2IJSZuhXyFJ1ZAlc5NGuQAyXtRvzOAGs 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:Edge,0-2-8], [8:0-2-0,0-0-4], [9:0-2-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.44 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. (size)5=2-11-0, 4=2-11-0 Max Horz 5=-148(LC 6) Max Uplift 5=-160(LC 6), 4=-160(LC 7) Max Grav 5=191(LC 18), 4=191(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; Ke=0.97; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=160, 4=160. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss V18 Truss Type VALLEY Qty 2 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784770 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:05:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-elbhcQOtoq1vwT1lSP2BnWaj59zX6ghaPcHQzMzOAGr 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 0.49 0.36 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: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud 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. (size)10=2-11-0, 8=2-11-0, 9=2-11-0 Max Horz 10=-156(LC 8) Max Uplift 10=-135(LC 6), 8=-134(LC 7) Max Grav 10=225(LC 18), 8=225(LC 17), 9=91(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-153/294, 2-3=-87/265, 5-6=-87/265, 6-8=-153/294 WEBS 4-9=-358/53 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=135, 8=134. 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.). 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. April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss V19 Truss Type VALLEY Qty 2 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784771 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:05:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-6y94pmPVZ7AmYcbx?6ZQKk6xzZLmr95jeG0_VozOAGq Scale = 1:28.4 1 2 3 4 5 8 7 6 3x4 3x4 3x4 3x4 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)-- [2:0-3-8,Edge], [4:0-3-8,0-0-0], [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 0.29 0.23 0.18 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. (size)8=2-11-0, 6=2-11-0, 7=2-11-0 Max Horz 8=131(LC 9) Max Uplift 8=-93(LC 6), 6=-93(LC 7) Max Grav 8=181(LC 18), 6=181(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=-131/274, 4-6=-131/274 WEBS 3-7=-327/26 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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.). 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. April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss V20 Truss Type VALLEY Qty 2 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784772 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:05:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-a8jS16Q7JRId9mA8Zq5fsxf8bzjxad?tswmX2EzOAGp Scale = 1:21.5 1 2 3 4 5 8 7 6 3x4 3x4 3x4 3x4 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 2-2-83-8-02-2-812.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-1-4], [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 0.17 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. (size)8=2-11-0, 6=2-11-0, 7=2-11-0 Max Horz 8=96(LC 9) Max Uplift 8=-50(LC 10), 6=-50(LC 11) Max Grav 8=135(LC 18), 6=134(LC 17), 7=105(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-253/0 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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.). 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. April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss V21 Truss Type VALLEY Qty 2 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784773 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:05:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-2KGqESRl4lQUnwlK7XcuP9BILN3MJ5Q05aV4ahzOAGo Scale = 1:14.6 1 2 3 4 5 7 6 3x4 3x4 3x4 3x4 3x4 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], [3:0-0-0,0-0-1], [4:0-2-0,0-1-4], [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 0.17 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. (size)7=2-11-0, 6=2-11-0 Max Horz 7=62(LC 9) Max Uplift 7=-9(LC 10), 6=-9(LC 11) Max Grav 7=170(LC 1), 6=170(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 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.). April 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 35_ESTATES_AT_TOWNE_~W Truss V22 Truss Type Valley Qty 2 Ply 1 35 Estates at Towne Meadow Job Reference (optional) I45784774 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 22 12:05:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-WXqCRoRNr2YLP4KWhE77yMkVKmQT2YgAKEFe67zOAGn Scale = 1:7.8 1 2 3 3x4 3x4 3x4 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)-- [1:0-3-3,Edge], [2:0-0-0,0-0-1], [3:0-0-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-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. (size)1=1-11-7, 3=1-11-7 Max Horz 1=-13(LC 6) Max Grav 1=60(LC 1), 3=60(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss 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.). April 22,2021 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.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.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