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HomeMy WebLinkAboutAMBM 002 - I5135200416023 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 13,2022 Garcia, Juan Pages or sheets covered by this seal: I51352004 thru I51352056 My license renewal date for the state of Indiana is July 31, 2022. 02_Ambleside_Manors 02 Ambleside Manors 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 02_AMBLESIDE_MANORS Truss GE01 Truss Type GABLE Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352004 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:29 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-crP5kSMZUgz3uzILOApO6ohMZGQ1nvd9JjRqfOzR9KO Scale = 1:55.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1617 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 3x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-019-11-0 -0-11-0 0-11-0 9-11-8 9-11-8 19-11-0 9-11-8 20-10-0 0-11-0 1-0-08-5-101-0-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.11 0.05 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 17 17 18 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 293 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-11-0. (lb) - Max Horz 33=-171(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 33, 18, 26, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 Max Grav All reactions 250 lb or less at joint(s) 33, 18, 25, 26, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 1-11-8, Exterior(2N) 1-11-8 to 6-11-8, Corner(3R) 6-11-8 to 12-11-8, Exterior(2N) 12-11-8 to 17-10-0, Corner(3E) 17-10-0 to 20-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable 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) 33, 18, 26, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss GE02 Truss Type GABLE Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352005 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:31 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-YEXr98Np?HDm7HSjWbrsCDmiy36sFtMRn1wxjHzR9KM Scale = 1:31.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-3-010-3-0 -0-11-0 0-11-0 5-1-8 5-1-8 10-3-0 5-1-8 11-2-0 0-11-0 1-0-04-10-21-0-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.03 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-3-0. (lb) - Max Horz 20=-104(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Corner(3R) 2-1-0 to 8-2-0, Corner(3E) 8-2-0 to 11-2-0 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) 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, 12, 17, 18, 19, 15, 14, 13. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss GE03 Truss Type GABLE Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352006 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:32 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-0Q5ENUORmbLdlR1w3IM5kRIt_TSA_L7b0hfUFjzR9KL Scale = 1:28.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-11-011-11-0 -1-0-0 1-0-0 5-11-8 5-11-8 11-11-0 5-11-8 12-11-0 1-0-0 1-0-04-5-111-0-07.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-11-0. (lb) - Max Horz 20=95(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 1-11-8, Exterior(2N) 1-11-8 to 2-11-8, Corner(3R) 2-11-8 to 8-11-8 , Exterior(2N) 8-11-8 to 9-11-0, Corner(3E) 9-11-0 to 12-11-0 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) 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, 12, 17, 18, 19, 15, 14, 13. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss GE04 Truss Type GABLE Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352007 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:33 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-UcfcaqP3XvTUMbc6d0tKHer_vtj8jiikELP2o9zR9KK Scale = 1:18.7 Sheet BackFull Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 8 9 4x6 3x6 2x4 2x4 3x8 3x4 0-2-40-2-4 5-11-45-9-0 -0-11-0 0-11-0 5-11-4 5-11-4 0-7-13-0-120-10-83-0-125.00 12 Plate Offsets (X,Y)-- [2:0-3-8,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-R 0.28 0.30 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 -0.01 (loc) 2-4 2-4 8 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 OTHERS 2x3 SPF No.2 *Except* 3-7: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 8=0-1-8 Max Horz 2=67(LC 10) Max Uplift 2=-12(LC 10), 8=-27(LC 10) Max Grav 2=298(LC 1), 8=197(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss GE05 Truss Type Monopitch Structural Gable Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352008 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:34 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-zpD_n9QhICcL_lBIBjOZpsOBBH4oSF_uT?8bKczR9KJ Scale = 1:14.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 2x4 3x4 3x6 2x4 0-2-40-2-4 3-11-43-9-0 -0-11-0 0-11-0 3-11-4 3-11-4 0-7-12-2-120-3-85.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-6], [2:0-1-12,0-4-10], [4:0-2-0,0-0-4] 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-P 0.18 0.21 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 2-4 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-1-8 Max Horz 2=56(LC 10) Max Uplift 2=-10(LC 10), 4=-21(LC 10) Max Grav 2=220(LC 1), 4=138(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 2, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss GR01 Truss Type HIP GIRDER Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352009 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:35 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-R?nM?VQK3WkCcumVlRvoM3w9fgHvBXZ1ifu8s2zR9KI Scale = 1:47.3 1 2 3 4 5 6 7 8 9 10 14 13 12 11151617181920212223 24 25 6x10 4x10 6x10 3x12 4x6 2x4 5x12 2x4 6x10 2x4 6x10 3x12 0-1-35-0-6 5-0-6 13-1-8 8-1-2 21-2-10 8-1-2 26-3-0 5-0-6 -0-11-0 0-11-0 5-0-6 5-0-6 13-1-8 8-1-2 21-2-10 8-1-2 26-3-0 5-0-6 27-2-0 0-11-0 0-10-33-8-33-9-60-10-33-8-37.00 12 Plate Offsets (X,Y)-- [2:0-5-7,0-3-4], [4:0-5-0,0-1-2], [7:0-5-0,0-1-2], [9:0-5-7,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.79 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.34 0.06 (loc) 11-12 11-12 9 l/defl >999 >922 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-6,6-7: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,7-12: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-9-4, Right 2x4 SPF-S Stud 2-9-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, except 2-0-0 oc purlins (2-4-0 max.): 4-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 9=0-3-8 Max Horz 2=62(LC 28) Max Uplift 2=-317(LC 5), 9=-318(LC 4) Max Grav 2=1752(LC 1), 9=1753(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2718/595, 4-5=-3828/930, 5-7=-3824/929, 7-9=-2725/598 BOT CHORD 2-14=-523/2229, 12-14=-519/2209, 11-12=-462/2219, 9-11=-466/2239 WEBS 4-14=-104/451, 4-12=-526/1807, 5-12=-667/186, 7-12=-523/1796, 7-11=-105/449 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 2=317, 9=318. 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) 105 lb down and 40 lb up at 2-1-8, 109 lb down and 50 lb up at 4-1-8, 109 lb down and 72 lb up at 6-1-8, 109 lb down and 72 lb up at 8-1-8, 109 lb down and 72 lb up at 10-1-8, 109 lb down and 72 lb up at 12-1-8, 109 lb down and 72 lb up at 14-1-8, 109 lb down and 72 lb up at 16-1-8, 109 lb down and 72 lb up at 18-1-8, 109 lb down and 72 lb up at 20-1-8, and 109 lb down and 50 lb up at 22-1-8, and 105 lb down and 40 lb up at 24-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss GR01 Truss Type HIP GIRDER Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352009 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:35 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-R?nM?VQK3WkCcumVlRvoM3w9fgHvBXZ1ifu8s2zR9KI LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 7-10=-60, 2-9=-20 Concentrated Loads (lb) Vert: 13=-109 15=-105 16=-109 17=-109 18=-109 19=-109 20=-109 21=-109 22=-109 23=-109 24=-109 25=-105 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss GR02 Truss Type COMMON GIRDER Qty 1 Ply 2 02 Ambleside Manors Job Reference (optional) I51352010 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:37 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-NOu6QBSab7_wrCwtssyGRU0V0U?bfOOK9zNFxxzR9KG Scale = 1:55.5 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12181920212223242526 27 28 4x6 6x16 5x12 6x16 10x16 5x10 MT18HS 10x10 5x12 5x8 10x10 3x8 3x8 5x8 10x10 4x8 3x12 4-6-34-6-3 8-9-134-3-11 13-1-84-3-11 17-5-34-3-11 21-8-134-3-11 26-3-04-6-3 -0-11-0 0-11-0 4-6-3 4-6-3 8-9-13 4-3-11 13-1-8 4-3-11 17-5-3 4-3-11 21-8-13 4-3-11 26-3-0 4-6-3 0-10-38-6-10-10-37.00 12 Plate Offsets (X,Y)-- [2:Edge,0-5-5], [11:0-0-0,0-3-6], [13:0-3-8,0-5-0], [16:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.65 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.29 0.09 (loc) 12-13 12-13 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 352 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 7-11: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 7-14: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-11, Right 2x8 SP 2400F 2.0E 2-6-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 2=0-3-8 Max Horz 2=150(LC 26) Max Uplift 2=-23(LC 8) Max Grav 11=8490(LC 1), 2=7438(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-12073/0, 4-6=-10165/0, 6-7=-7960/0, 7-8=-7890/0, 8-9=-10062/0, 9-11=-11772/0 BOT CHORD 2-17=-5/9947, 16-17=-5/9947, 14-16=0/8805, 13-14=0/8694, 12-13=0/9823, 11-12=0/9823 WEBS 7-14=0/7654, 8-14=-3134/0, 8-13=0/3275, 9-13=-1415/0, 9-12=0/2047, 6-14=-3281/499, 6-16=-443/3254, 4-16=-1415/468, 4-17=-373/2342 NOTES-(10-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1824 lb down and 395 lb up at 3-10-4, 1086 lb down and 89 lb up at 5-10-4, 1087 lb down and 90 lb up at 7-10-4, 1087 lb down and 92 lb up at 9-10-4, 1087 lb down and 95 lb up at 11-10-4, 1085 lb down at 13-10-4, 1085 lb down at 15-10-4, 1085 lb down at 17-10-4, 1085 lb down at 19-10-4, 1085 lb down at 21-10-4, and 1085 lb down at 23-10-4, and 1091 lb down at 25-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss GR02 Truss Type COMMON GIRDER Qty 1 Ply 2 02 Ambleside Manors Job Reference (optional) I51352010 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:37 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-NOu6QBSab7_wrCwtssyGRU0V0U?bfOOK9zNFxxzR9KG 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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: 1-7=-60, 7-11=-60, 2-11=-20 Concentrated Loads (lb) Vert: 12=-1085(F) 18=-1824(F) 19=-1086(F) 20=-1087(F) 21=-1087(F) 22=-1087(F) 23=-1085(F) 24=-1085(F) 25=-1085(F) 26=-1085(F) 27=-1085(F) 28=-1091(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 02_AMBLESIDE_MANORS Truss GR03 Truss Type GABLE Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352011 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:40 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-nzaF2DUSu2MVigeSX_Vz37e2Ih?QsnGmrwbvYFzR9KD Scale = 1:64.8 Sheet Front Left Option 16-8-0 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 32 36 33 37 34 35 38 39 40 41 42 43 44 45 46 47 4x8 6x8 8x8 4x6 8x8 5x12 5x8 5x6 3x8 4x6 8x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 5x12 3x8 3x8 2x4 2x4 2x4 2x4 2x4 3x12 0-1-52-0-31-4-4 1-4-4 4-11-12 3-7-9 8-7-5 3-7-9 16-8-0 8-0-11 17-9-1 1-1-1 28-3-0 10-5-15 -0-11-0 0-11-0 1-4-4 1-4-4 4-11-12 3-7-9 8-7-5 3-7-9 11-9-4 3-1-15 17-9-1 5-11-13 23-1-8 5-4-7 23-8-14 0-7-6 28-3-0 4-6-2 29-2-0 0-11-0 1-0-01-10-148-10-81-0-01-10-149.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-6], [14:Edge,0-2-4], [17:0-3-8,0-1-12], [19:Edge,0-7-0], [33:0-5-5,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.71 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.46 0.05 (loc) 15-17 15-17 14 l/defl >999 >727 n/a L/d 240 180 n/a PLATES MT20 Weight: 284 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-9: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 7-17: 2x4 SPF 2100F 1.8E, 9-15: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-3-13 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18 JOINTS 1 Brace at Jt(s): 32, 33, 35 REACTIONS. (size)19=0-3-8, 14=0-3-8 Max Horz 19=-177(LC 6) Max Uplift 19=-55(LC 8), 14=-5(LC 9) Max Grav 19=1173(LC 1), 14=1180(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1086/9, 3-4=-824/20, 4-5=-4213/49, 5-6=-4685/59, 6-7=-4116/57, 7-8=-1137/8, 8-9=-1187/53, 9-10=-1186/78, 10-11=-1294/52, 11-12=-460/53, 2-19=-1268/16, 12-14=-438/70 BOT CHORD 17-18=-180/2851, 15-17=-94/2066, 14-15=0/1004 WEBS 3-18=0/494, 5-17=-2600/67, 17-32=-2/2848, 7-32=-3/2529, 7-36=-1168/141, 33-36=-1235/161, 15-33=-1256/173, 15-37=0/870, 34-37=0/992, 9-34=0/992, 2-18=0/1003, 11-14=-962/38, 6-32=-697/25, 10-35=-261/110, 4-18=-2189/117, 4-17=0/1469 NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 1-4-0 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) 19, 14. 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 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss GR03 Truss Type GABLE Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352011 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:40 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-nzaF2DUSu2MVigeSX_Vz37e2Ih?QsnGmrwbvYFzR9KD NOTES-(12-15) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 52 lb up at 1-4-4, 46 lb down and 27 lb up at 3-6-0, and 46 lb down and 27 lb up at 5-6-0, and 46 lb down and 27 lb up at 7-6-0 on top chord, and 12 lb down and 5 lb up at 1-4-4, 9 lb down and 1 lb up at 3-6-0, 9 lb down and 1 lb up at 5-6-0, 9 lb down and 1 lb up at 7-6-0, 9 lb down and 1 lb up at 9-6-0, 9 lb down and 1 lb up at 11-6-0, 9 lb down and 1 lb up at 13-6-0, and 9 lb down and 1 lb up at 15-6-0, and 9 lb down and 1 lb up at 17-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) 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, 3-5=-60, 5-9=-60, 9-12=-60, 12-13=-60, 14-19=-20 Concentrated Loads (lb) Vert: 18=5(F) 15=1(F) 41=1(F) 42=1(F) 43=1(F) 44=1(F) 45=1(F) 46=1(F) 47=1(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 02_AMBLESIDE_MANORS Truss GR04 Truss Type HALF HIP GIRDER Qty 2 Ply 1 02 Ambleside Manors Job Reference (optional) I51352012 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:41 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-G98dGZV4fMUMKpDe5h0CcKAP15WsbQpw4aLT4izR9KC Scale = 1:13.1 1 2 3 4 7 6 5 8 9 4x6 3x4 3x12 2x4 3x4 0-1-51-4-13 1-4-13 3-8-8 2-3-11 -0-11-0 0-11-0 1-4-13 1-4-13 3-8-8 2-3-11 1-0-01-11-52-0-101-5-130-5-81-11-59.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-0], [7:0-7-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.05 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: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=52(LC 5) Max Uplift 7=-18(LC 8), 5=-20(LC 5) Max Grav 7=207(LC 1), 5=125(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 11 lb down and 24 lb up at 1-4-13, and 43 lb down and 29 lb up at 1-9-4 on top chord, and 4 lb down and 4 lb up at 1-4-13, and 9 lb down and 1 lb up at 1-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss GR04 Truss Type HALF HIP GIRDER Qty 2 Ply 1 02 Ambleside Manors Job Reference (optional) I51352012 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:41 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-G98dGZV4fMUMKpDe5h0CcKAP15WsbQpw4aLT4izR9KC LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=4(F) 9=1(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 02_AMBLESIDE_MANORS Truss GR05 Truss Type HALF HIP GIRDER Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352013 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:43 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-CYGOgEXLBzk3Z7N1D63ghlGbkv6P36fCXuqa8azR9KA Scale = 1:49.4 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9161718192021222324252627 4x8 3x6 5x12 3x4 10x10 5x10 MT18HS8x8 4x10 2x4 2x4 3x12 2x4 6x16 0-1-52-8-15 2-8-15 9-1-3 6-4-4 15-4-4 6-3-0 21-7-4 6-3-0 27-11-8 6-4-4 -0-11-0 0-11-0 2-8-15 2-8-15 9-1-3 6-4-4 15-4-4 6-3-0 21-7-4 6-3-0 27-11-8 6-4-4 1-0-02-11-73-0-122-11-79.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-8], [13:0-5-0,0-1-12], [14:0-3-8,0-4-0], [15:Edge,0-8-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.43 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.49 0.06 (loc) 11-13 11-13 9 l/defl >999 >678 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 142 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-13,5-13,5-10,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-9 max.): 3-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS. (size)9=Mechanical, 15=0-3-8 Max Horz 15=81(LC 7) Max Uplift 9=-375(LC 5), 15=-335(LC 5) Max Grav 9=1844(LC 1), 15=1918(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2292/454, 3-4=-4523/934, 4-5=-4521/933, 5-7=-3627/754, 7-8=-3627/754, 8-9=-1648/352, 2-15=-1945/354 BOT CHORD 13-14=-407/1814, 11-13=-1082/5122, 10-11=-1082/5122 WEBS 3-13=-623/2939, 4-13=-424/118, 5-13=-660/149, 5-11=-77/496, 5-10=-1617/340, 7-10=-391/121, 8-10=-797/3850, 2-14=-343/1744 NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) 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) 9=375, 15=335. 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) 139 lb down and 59 lb up at 2-1-12, 112 lb down and 55 lb up at 4-1-12, 112 lb down and 55 lb up at 6-1-12, 112 lb down and 55 lb up at 8-1-12, 112 lb down and 55 lb up at 10-1-12, 112 lb down and 55 lb up at 12-1-12, 112 lb down and 55 lb up at 14-1-12, 112 lb down and 55 lb up at 16-1-12, 112 lb down and 55 lb up at 18-1-12, 112 lb down and 55 lb up at 20-1-12, 112 lb down and 55 lb up at 22-1-12, and 112 lb down and 55 lb up at 24-1-12, and 112 lb down and 55 lb up at 26-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss GR05 Truss Type HALF HIP GIRDER Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352013 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:43 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-CYGOgEXLBzk3Z7N1D63ghlGbkv6P36fCXuqa8azR9KA 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) 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, 3-8=-60, 9-15=-20 Concentrated Loads (lb) Vert: 12=-112 16=-139 17=-112 18=-112 19=-112 20=-112 21=-112 22=-112 23=-112 24=-112 25=-112 26=-112 27=-112 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss J01 Truss Type JACK-CLOSED Qty 2 Ply 1 02 Ambleside Manors Job Reference (optional) I51352014 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:43 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-CYGOgEXLBzk3Z7N1D63ghlGjWvBW3KCCXuqa8azR9KA Scale = 1:19.1 1 2 3 4 6 5 3x4 3x4 3x4 2x4 2x4 0-1-121-10-4 1-10-4 3-8-8 1-10-4 -0-11-0 0-11-0 2-11-8 2-11-8 3-8-8 0-9-0 1-0-03-0-143-2-103-0-140-3-89.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [5:0-2-0,0-0-4] 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 0.21 0.11 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 5-6 5-6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 5=0-1-8 Max Horz 6=70(LC 10) Max Uplift 5=-30(LC 10) Max Grav 6=212(LC 1), 5=129(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss J02 Truss Type JACK-CLOSED Qty 8 Ply 1 02 Ambleside Manors Job Reference (optional) I51352015 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:44 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-gkpmuaXzxHswBHyDmqavDzou?JXdomLMmYZ7h1zR9K9 Scale = 1:22.0 1 2 3 5 4 3x4 3x4 2x4 2x4 3-8-83-8-8 -0-11-0 0-11-0 3-8-8 3-8-8 1-0-03-9-60-3-89.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-0-4] 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 0.22 0.11 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 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 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=86(LC 10) Max Uplift 4=-52(LC 10) Max Grav 5=212(LC 1), 4=139(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss J03 Truss Type JACK-OPEN Qty 2 Ply 1 02 Ambleside Manors Job Reference (optional) I51352016 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:45 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-8wN85wYbib_npRXQKX58mAL5eiu6XD1V?CJgDTzR9K8 Scale = 1:13.2 1 2 5 3 4 3x8 2-0-122-0-12 -0-11-0 0-11-0 2-0-12 2-0-12 0-10-32-0-101-7-112-0-107.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (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 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=40(LC 10) Max Uplift 5=-1(LC 10), 3=-24(LC 10) Max Grav 5=156(LC 1), 3=44(LC 17), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) 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. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss J04 Truss Type JACK-OPEN Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352017 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:46 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-c7xWJGZDTu6eQb6cuFcNJOuEL6DJGgHfEs2ElvzR9K7 Scale = 1:13.1 1 2 5 3 4 3x4 3x4 2-3-02-2-8 -1-5-15 1-5-15 2-3-0 2-3-0 1-0-02-0-70-4-91-7-152-0-75.53 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-R 0.23 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-12, 3=Mechanical, 4=Mechanical Max Horz 5=39(LC 7) Max Uplift 5=-15(LC 10), 3=-20(LC 10) Max Grav 5=220(LC 1), 3=31(LC 1), 4=36(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C 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. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss J05 Truss Type JACK-OPEN Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352018 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:46 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-c7xWJGZDTu6eQb6cuFcNJOuEL6DJGgHfEs2ElvzR9K7 Scale = 1:13.1 1 2 5 3 4 3x4 3x4 2-3-02-2-8 -1-5-15 1-5-15 2-3-0 2-3-0 1-0-02-0-71-7-152-0-75.53 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-R 0.23 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-12, 3=Mechanical, 4=Mechanical Max Horz 5=39(LC 7) Max Uplift 5=-15(LC 10), 3=-20(LC 10) Max Grav 5=220(LC 1), 3=31(LC 1), 4=36(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C 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. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss J06 Truss Type JACK-OPEN Qty 9 Ply 1 02 Ambleside Manors Job Reference (optional) I51352019 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:47 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-4JVuWcarECEV2kgoSy7crbQR8WZa?7XoSWonHLzR9K6 Scale = 1:13.1 1 2 5 3 43x8 2-0-02-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 0-10-32-0-37.00 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 0.10 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (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 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=40(LC 10) Max Uplift 5=-1(LC 10), 3=-24(LC 10) Max Grav 5=156(LC 1), 3=43(LC 17), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) 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. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss J07 Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352020 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:48 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-YV3HkybT?WMMguF??gerOpzbfwuvkanyhAXLqozR9K5 Scale = 1:15.8 1 2 5 6 3 7 4 3x4 3x4 3-4-123-4-4 -1-5-15 1-5-15 3-4-12 3-4-12 1-0-02-6-135.53 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-R 0.18 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-12, 3=Mechanical, 4=Mechanical Max Horz 5=53(LC 8) Max Uplift 5=-17(LC 8), 3=-34(LC 8) Max Grav 5=250(LC 1), 3=73(LC 1), 4=58(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 20 lb up at 1-10-10 on top chord, and 8 lb down and 11 lb up at 1-10-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=3(F) April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss J08 Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352021 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:48 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-YV3HkybT?WMMguF??gerOpzaswvmkanyhAXLqozR9K5 Scale = 1:13.0 1 2 5 3 4 3x4 3x4 2-2-12-1-9 -1-5-15 1-5-15 2-2-1 2-2-1 1-0-02-0-01-7-82-0-05.53 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-R 0.23 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-12, 3=Mechanical, 4=Mechanical Max Horz 5=39(LC 7) Max Uplift 5=-16(LC 10), 3=-19(LC 10) Max Grav 5=218(LC 1), 3=27(LC 1), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C 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. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss J09 Truss Type JACK-CLOSED Qty 12 Ply 1 02 Ambleside Manors Job Reference (optional) I51352022 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:49 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-1hdfxIb6mpUDH2qBZNA4w0WlpKEsT1i5wqHuMEzR9K4 Scale = 1:18.3 1 2 3 5 4 3x8 2x4 2x4 3-9-83-9-8 -0-11-0 0-11-0 3-9-8 3-9-8 0-10-33-0-120-3-87.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-0-4] 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 0.15 0.11 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 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 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=68(LC 10) Max Uplift 4=-35(LC 10) Max Grav 5=215(LC 1), 4=138(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss J10 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352023 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:50 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-VuB18eckX7d4vCPN74hJTE2wsjZeCU?E8U0RugzR9K3 Scale = 1:15.7 1 2 3 4 7 6 5 3x8 4x6 2x4 2x4 2x4 0-1-141-10-12 1-10-12 2-11-5 1-0-9 3-9-8 0-10-3 -0-11-0 0-11-0 2-11-5 2-11-5 3-9-8 0-10-3 0-10-32-4-142-6-122-4-140-3-87.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-0-4] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.13 0.14 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: 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* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=53(LC 8) Max Uplift 7=-4(LC 8), 5=-39(LC 8) Max Grav 7=216(LC 1), 5=159(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 54 lb down and 47 lb up at 3-8-4 on top chord, and 23 lb down at 2-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss J10 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352023 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:50 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-VuB18eckX7d4vCPN74hJTE2wsjZeCU?E8U0RugzR9K3 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-24(F) 6=-4(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 02_AMBLESIDE_MANORS Truss J11 Truss Type JACK-OPEN Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352024 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:51 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-z4lPMzdMIRlxXM_ZhoCY0Rb5I7xLxxWON8m?Q7zR9K2 Scale = 1:12.6 1 2 5 3 43x4 3x4 1-2-81-2-8 -0-11-0 0-11-0 1-2-8 1-2-8 1-0-01-10-141-5-61-10-149.00 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 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=34(LC 10) Max Uplift 3=-19(LC 10), 4=-6(LC 10) Max Grav 5=138(LC 1), 3=13(LC 8), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) 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, 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss M01 Truss Type MONOPITCH Qty 9 Ply 1 02 Ambleside Manors Job Reference (optional) I51352025 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:52 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-RGInZJe_3kto8WZmEVjnYf7BSX8IgIPXcoVYzZzR9K1 Scale = 1:18.7 1 2 3 4 5 6 7 8 4x6 3x6 3x8 3x4 0-2-40-2-4 5-11-45-9-0 -0-11-0 0-11-0 5-11-4 5-11-4 0-7-13-0-120-10-83-0-125.00 12 Plate Offsets (X,Y)-- [2:0-3-8,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-R 0.45 0.57 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.05 -0.01 (loc) 2-4 2-4 6 l/defl >999 >999 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 OTHERS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-1-8 Max Horz 2=67(LC 10) Max Uplift 2=-39(LC 6), 6=-36(LC 6) Max Grav 2=298(LC 1), 6=197(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T01 Truss Type HIP Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352026 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:53 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-vTsAnfecq2?fmf8yoDE05sgKSxPrPk5hrSF5V?zR9K0 Scale = 1:46.5 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 4x8 4x8 6x10 3x6 3x8 3x4 3x8 6x10 0-1-147-7-3 7-7-3 18-7-13 11-0-9 26-3-0 7-7-3 -0-11-0 0-11-0 7-7-3 7-7-3 13-1-8 5-6-5 18-7-13 5-6-5 26-3-0 7-7-3 27-2-0 0-11-0 0-10-35-1-85-3-60-10-35-1-87.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-11], [5:0-4-0,0-1-11], [8:Edge,0-3-8], [12:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.87 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.68 0.04 (loc) 9-11 9-11 8 l/defl >954 >457 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 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* 2-12,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-15 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-3-8, 8=0-3-8 Max Horz 12=107(LC 9) Max Grav 12=1102(LC 1), 8=1102(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1486/29, 3-4=-1175/58, 4-5=-1175/58, 5-6=-1486/29, 2-12=-1047/60, 6-8=-1047/60 BOT CHORD 11-12=-197/597, 9-11=-17/1390, 8-9=-154/539 WEBS 3-11=0/428, 4-11=-370/134, 4-9=-370/133, 5-9=0/428, 2-11=-49/766, 6-9=-55/766 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-4-5, Exterior(2R) 3-4-5 to 11-10-2, Interior(1) 11-10-2 to 14-4-14, Exterior(2R) 14-4-14 to 22-10-11, Interior(1) 22-10-11 to 24-2-0, Exterior(2E) 24-2-0 to 27-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 4%, joint 6 = 4% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T02 Truss Type HIP Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352027 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:54 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-NfQY_?fEbM7WOpj8MwlFd4DUsLno85Tq36_f1RzR9K? Scale = 1:46.8 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 4x8 5x8 3x4 3x8 3x6 3x4 3x6 8x8 8x8 0-1-1410-2-1 10-2-1 16-0-15 5-10-14 26-3-0 10-2-1 -0-11-0 0-11-0 5-0-3 5-0-3 10-2-1 5-1-14 16-0-15 5-10-14 21-2-13 5-1-14 26-3-0 5-0-3 27-2-0 0-11-0 0-10-36-7-86-9-60-10-36-7-87.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-0], [4:0-4-0,0-1-11], [5:0-4-0,0-1-11], [7: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 0.65 0.76 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.55 0.05 (loc) 9-10 9-10 9 l/defl >999 >563 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-5 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. (size)13=0-3-8, 9=0-3-8 Max Horz 13=134(LC 9) Max Uplift 13=-4(LC 10), 9=-4(LC 11) Max Grav 13=1102(LC 1), 9=1102(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-471/4, 3-4=-1268/58, 4-5=-1027/77, 5-6=-1267/58, 6-7=-472/4, 2-13=-408/42, 7-9=-409/42 BOT CHORD 12-13=-38/1175, 10-12=0/1027, 9-10=0/1175 WEBS 4-12=0/342, 5-10=0/342, 3-13=-1025/87, 6-9=-1025/87 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-11-3, Exterior(2R) 5-11-3 to 20-3-13, Interior(1) 20-3-13 to 24-2-0, Exterior(2E) 24-2-0 to 27-2-0 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) 13, 9. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T03 Truss Type HIP Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352028 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:55 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-rr_wCLgsMfFN?zILweGUAHlh9kCatbIzImkCauzR9K_ Scale = 1:55.2 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 4x8 4x8 10x10 3x6 3x6 3x6 3x4 3x4 3x6 3x6 10x10 0-1-146-2-12 6-2-12 12-8-15 6-6-2 13-6-1 0-9-2 20-0-4 6-6-2 26-3-0 6-2-12 -0-11-0 0-11-0 6-2-12 6-2-12 12-8-15 6-6-2 13-6-1 0-9-2 20-0-4 6-6-2 26-3-0 6-2-12 27-2-0 0-11-0 0-10-38-1-88-3-60-10-38-1-87.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-11], [5:0-4-0,0-1-11], [9:Edge,0-8-0], [10:0-2-8,0-1-8], [14:0-2-8,0-1-8], [15:Edge,0-8-0] 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 0.55 0.41 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 0.03 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 108 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* 2-15,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-14 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)15=0-3-8, 9=0-3-8 Max Horz 15=-162(LC 8) Max Uplift 15=-17(LC 10), 9=-17(LC 11) Max Grav 15=1102(LC 1), 9=1102(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1498/23, 3-4=-1111/64, 4-5=-869/71, 5-6=-1111/64, 6-7=-1498/23, 2-15=-1041/51, 7-9=-1041/51 BOT CHORD 14-15=-116/400, 12-14=-32/1218, 11-12=0/869, 10-11=0/1218, 9-10=-38/307 WEBS 3-12=-455/118, 4-12=-5/309, 5-11=-5/309, 6-11=-455/118, 2-14=0/916, 7-10=0/916 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 8-6-0, Exterior(2R) 8-6-0 to 17-9-0, Interior(1) 17-9-0 to 24-2-0, Exterior(2E) 24-2-0 to 27-2-0 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) 15, 9. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T04 Truss Type COMMON Qty 4 Ply 1 02 Ambleside Manors Job Reference (optional) I51352029 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:56 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-J2YIPhhV7zNDd7sXTLojiVIqI8VMc4Q7XQTm5KzR9Jz Scale = 1:50.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 3x6 4x8 3x6 3x6 3x4 4x6 3x4 4x6 10x10 10x10 8-9-48-9-4 17-5-128-8-9 26-3-08-9-4 -0-11-0 0-11-0 6-8-8 6-8-8 13-1-8 6-5-0 19-6-8 6-5-0 26-3-0 6-8-8 27-2-0 0-11-0 0-10-38-6-10-10-37.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [3:0-2-6,0-2-1], [7:0-2-6,0-2-1], [8:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.63 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.27 0.05 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 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* 2-14,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-10 REACTIONS. (size)14=0-3-8, 10=0-3-8 Max Horz 14=-167(LC 8) Max Uplift 14=-19(LC 10), 10=-19(LC 11) Max Grav 14=1102(LC 1), 10=1102(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-581/111, 3-5=-1332/93, 5-7=-1332/93, 7-8=-581/111, 2-14=-501/108, 8-10=-501/108 BOT CHORD 13-14=-44/1184, 11-13=0/825, 10-11=0/1184 WEBS 5-11=-52/522, 7-11=-313/172, 5-13=-52/522, 3-13=-313/172, 3-14=-927/0, 7-10=-927/0 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 10-1-8, Exterior(2R) 10-1-8 to 16-1-8, Interior(1) 16-1-8 to 24-2-0, Exterior(2E) 24-2-0 to 27-2-0 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) 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) 14, 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T05 Truss Type COMMON Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352030 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:57 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-oE6gc1i7uHV4FHRj12JyFir2wYyiLf1Gl4DJdmzR9Jy Scale = 1:29.8 1 2 3 4 7 6 5 8 9 3x12 4x6 3x12 2x4 5-1-85-1-8 10-3-05-1-8 5-1-8 5-1-8 10-3-0 5-1-8 11-2-0 0-11-0 1-0-04-10-21-0-09.00 12 Plate Offsets (X,Y)-- [1:0-6-11,0-1-8], [5:0-6-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.47 0.18 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-3-8 Max Horz 7=-99(LC 6) Max Uplift 5=-10(LC 11) Max Grav 7=395(LC 1), 5=465(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-386/83, 2-3=-392/83, 1-7=-334/86, 3-5=-407/127 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 8-2-0, Exterior(2E) 8-2-0 to 11-2-0 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) 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T06 Truss Type COMMON Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352031 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:58 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-GQg3qNileadxsR0wbmqBowNCpy8w43nQ_kys9DzR9Jx Scale = 1:51.2 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 4x6 3x4 3x8 2x4 2x4 3x4 5x8 3x4 5x8 3x4 3x4 9-11-89-11-8 19-11-09-11-8 -0-11-0 0-11-0 2-0-0 2-0-0 4-7-8 2-7-8 9-11-8 5-3-15 15-3-7 5-3-15 17-11-0 2-7-9 19-11-0 2-0-0 20-10-0 0-11-0 1-0-08-5-101-0-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.75 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.02 (loc) 10-11 10-11 10 l/defl >999 >634 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* 2-13,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 13=0-3-8 Max Horz 13=-171(LC 8) Max Uplift 10=-9(LC 11), 13=-9(LC 10) Max Grav 10=849(LC 1), 13=849(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-864/65, 4-5=-724/74, 5-6=-724/74, 6-7=-864/65 BOT CHORD 11-13=-53/669, 10-11=0/639 WEBS 5-11=0/488, 3-13=-799/55, 7-10=-799/55 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 1-10-15, Interior(1) 1-10-15 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 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) 10, 13. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T06A Truss Type COMMON Qty 9 Ply 1 02 Ambleside Manors Job Reference (optional) I51352032 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:42:59 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-kdDR1jjNPuloUab69TLQK7wNOMUXpW_ZDOiQifzR9Jw Scale = 1:51.2 1 2 3 4 5 6 7 8 12 11 10 9 13 14 3x4 4x6 3x4 3x8 2x4 2x4 5x8 3x4 4x8 3x4 3x4 9-6-89-6-8 19-6-09-11-8 2-0-0 2-0-0 4-2-9 2-2-9 9-6-8 5-3-15 14-10-7 5-3-15 17-6-0 2-7-9 19-6-0 2-0-0 20-5-0 0-11-0 1-3-128-5-101-0-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.73 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.39 -0.02 (loc) 9-10 9-10 12 l/defl >999 >591 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-12,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 12=Mechanical Max Horz 9=-169(LC 6) Max Uplift 9=-9(LC 11) Max Grav 9=834(LC 1), 12=767(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-808/65, 3-4=-677/75, 4-5=-700/75, 5-6=-842/66, 6-7=-259/0 BOT CHORD 10-12=0/579, 9-10=-64/647 WEBS 4-10=0/460, 2-12=-836/48, 6-9=-770/56 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-6-8, Exterior(2R) 6-6-8 to 12-6-8, Interior(1) 12-6-8 to 17-5-0, Exterior(2E) 17-5-0 to 20-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 9. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T07 Truss Type ROOF SPECIAL Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352033 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:00 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-CpnpF2k?ACtf6kAIiBsftLTUrlnAYnDjS2RzE5zR9Jv Scale = 1:56.4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 4x8 5x12 3x4 3x8 MT18HS5x8 2x4 5x8 4x8 2x4 4x6 3x4 6x8 3x4 0-1-122-10-14 2-10-14 10-2-0 7-3-2 17-9-1 7-7-1 28-3-0 10-5-15 -0-11-0 0-11-0 2-10-14 2-10-14 10-2-0 7-3-2 17-9-1 7-7-1 23-6-9 5-9-8 26-3-0 2-8-7 28-3-0 2-0-0 29-2-0 0-11-0 1-0-03-0-78-10-81-0-03-0-79.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.96 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.62 0.08 (loc) 10-11 10-11 10 l/defl >999 >541 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 115 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-11,2-15,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-8 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-14, 4-11 REACTIONS. (size)15=0-3-8, 10=0-3-8 Max Horz 15=-179(LC 8) Max Uplift 15=-40(LC 10) Max Grav 15=1182(LC 1), 10=1182(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1328/33, 3-4=-1038/53, 4-5=-1256/67, 5-6=-1181/81, 6-7=-1334/72, 7-8=-305/0, 2-15=-1186/38 BOT CHORD 13-14=-71/2674, 11-13=-74/2669, 10-11=0/985 WEBS 3-14=0/482, 4-14=-1748/3, 4-13=0/265, 4-11=-1889/146, 5-11=0/906, 2-14=0/1102, 7-10=-1282/89 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 5-10-14, Interior(1) 5-10-14 to 14-9-1, Exterior(2R) 14-9-1 to 20-9-1, Interior(1) 20-9-1 to 26-2-0, Exterior(2E) 26-2-0 to 29-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T08 Truss Type ROOF SPECIAL Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352034 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:01 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-g?LBSOldxV?WjulUGuNuPY?fI99oHJgsgiBXmXzR9Ju Scale = 1:55.5 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 4x8 5x12 3x4 3x6 3x12 2x4 5x8 4x8 2x4 4x6 3x4 6x8 3x4 4-5-94-5-9 11-8-117-3-2 17-9-16-0-6 28-3-010-5-15 -0-11-0 0-11-0 4-5-9 4-5-9 11-8-11 7-3-2 17-9-1 6-0-6 23-6-9 5-9-8 26-3-0 2-8-7 28-3-0 2-0-0 29-2-0 0-11-0 1-0-04-2-78-10-81-0-04-2-79.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.81 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.63 0.06 (loc) 10-11 10-11 10 l/defl >999 >535 n/a L/d 240 180 n/a PLATES MT20 Weight: 116 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-15,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-9 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 4-11 REACTIONS. (size)15=0-3-8, 10=0-3-8 Max Horz 15=-179(LC 8) Max Uplift 15=-40(LC 10) Max Grav 15=1182(LC 1), 10=1182(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1399/44, 3-4=-1060/71, 4-5=-1225/81, 5-6=-1178/85, 6-7=-1333/77, 7-8=-318/0, 2-15=-1153/54 BOT CHORD 13-14=-41/1980, 11-13=-43/1977, 10-11=0/985 WEBS 3-14=0/493, 4-14=-1044/3, 4-11=-1298/127, 5-11=0/956, 2-14=0/995, 7-10=-1271/94 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 7-5-9, Interior(1) 7-5-9 to 14-9-1, Exterior(2R) 14-9-1 to 20-9-1, Interior(1) 20-9-1 to 26-2-0, Exterior(2E) 26-2-0 to 29-2-0 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) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T09 Truss Type ROOF SPECIAL Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352035 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:02 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-8CvZgklFip7NL2Khqcu7ymYpBZVi0pa?vLw4I_zR9Jt Scale = 1:55.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 4x8 5x12 4x6 3x4 3x8 MT18HS3x8 4x8 2x4 6x6 3x4 5x8 3x4 0-1-126-0-4 6-0-4 13-3-5 7-3-2 17-9-1 4-5-12 20-7-7 2-10-6 28-3-0 7-7-9 -0-11-0 0-11-0 6-0-4 6-0-4 13-3-5 7-3-2 17-9-1 4-5-12 23-6-9 5-9-8 26-3-0 2-8-7 28-3-0 2-0-0 29-2-0 0-11-0 1-0-05-4-78-10-81-0-05-4-79.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-6], [4:0-6-0,0-2-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.83 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.72 0.04 (loc) 11-13 11-13 10 l/defl >995 >465 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 110 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-14,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (2-4-4 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 4-13 REACTIONS. (size)14=0-3-8, 10=0-3-8 Max Horz 14=-178(LC 8) Max Uplift 14=-40(LC 10) Max Grav 14=1182(LC 1), 10=1182(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1433/40, 3-4=-1057/77, 4-5=-1200/88, 5-6=-1188/81, 6-7=-1346/74, 2-14=-1151/56 BOT CHORD 13-14=-188/339, 11-13=-31/1509, 10-11=0/994 WEBS 3-13=0/488, 4-11=-945/156, 5-11=-6/1022, 4-13=-552/46, 2-13=0/874, 7-10=-1311/62 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-0-4, Exterior(2R) 3-0-4 to 9-0-4, Interior(1) 9-0-4 to 14-9-1, Exterior(2R) 14-9-1 to 20-9-1, Interior(1) 20-9-1 to 26-2-0, Exterior(2E) 26-2-0 to 29-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 4 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T10 Truss Type ROOF SPECIAL Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352036 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:03 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-cOTyt4muT7FEzCvtOJQMVz5zZzq8lGG98?gdrQzR9Js Scale = 1:55.5 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 4x8 5x8 4x6 3x8 MT18HS3x4 4x8 2x4 3x4 3x4 6x8 3x4 5x8 3x4 0-1-127-6-14 7-6-14 14-10-0 7-3-2 17-9-1 2-11-1 21-4-12 3-7-11 28-3-0 6-10-4 -0-11-0 0-11-0 2-0-0 2-0-0 7-6-14 5-6-14 14-10-0 7-3-2 17-9-1 2-11-1 23-6-9 5-9-8 26-3-0 2-8-7 28-3-0 2-0-0 29-2-0 0-11-0 1-0-06-6-78-10-81-0-06-6-79.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6], [5:0-4-0,0-2-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.88 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.51 0.05 (loc) 11-12 11-12 11 l/defl >999 >652 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 109 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-15,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 5-12 REACTIONS. (size)11=0-3-8, 15=0-3-8 Max Horz 15=178(LC 9) Max Uplift 15=-40(LC 10) Max Grav 11=1182(LC 1), 15=1182(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1362/55, 4-5=-993/106, 5-6=-1171/104, 6-7=-1183/87, 7-8=-1341/79, 8-9=-269/0 BOT CHORD 14-15=-22/1000, 12-14=0/1244, 11-12=0/991 WEBS 4-14=0/488, 6-12=-33/1071, 5-14=-331/40, 5-12=-857/152, 8-11=-1306/81, 3-15=-1352/61 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 1-10-15, Interior(1) 1-10-15 to 4-6-14, Exterior(2R) 4-6-14 to 10-6-14, Interior(1) 10-6-14 to 14-10-0, Exterior(2R) 14-10-0 to 20-9-1, Interior(1) 20-9-1 to 26-2-0, Exterior(2E) 26-2-0 to 29-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352037 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:04 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-4a1K4QnWEQN5aMU3x1xb1BdB9M92Ud3IMfPBNszR9Jr Scale = 1:59.6 1 2 3 4 5 6 7 8 9 10 1112 22 21 20 19 18 17 16 15 14 13 23 24 25 4x8 4x8 3x4 4x10 5x12 2x4 2x4 3x6 10x10 3x6 4x8 5x12 4x8 4x10 6x6 2x4 4x6 3x4 6x8 3x4 0-1-122-9-3 2-9-3 4-8-8 1-11-5 9-1-9 4-5-1 11-4-0 2-2-7 17-9-1 6-5-1 28-3-0 10-5-15 -0-11-0 0-11-0 2-9-3 2-9-3 4-8-8 1-11-5 9-1-9 4-5-1 11-4-0 2-2-7 16-4-11 5-0-11 17-9-1 1-4-6 23-6-9 5-9-8 26-3-0 2-8-7 28-3-0 2-0-0 29-2-0 0-11-0 1-0-07-8-78-10-81-0-03-0-07-8-79.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [5:0-4-0,0-1-6], [7:0-2-5,Edge], [14:0-4-12,0-2-0], [17:0-4-4,0-2-4], [18:0-2-8,0-2-0], [19:0-4-12,0-0-0], [21:0-2-8,0-1-8] 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 0.72 0.90 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.67 0.37 (loc) 13-14 13-14 13 l/defl >999 >498 n/a L/d 240 180 n/a PLATES MT20 Weight: 136 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* 4-20,3-19: 2x4 SPF No.2, 6-16,2-22,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-15 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 7-14 REACTIONS. (size)22=0-3-8, 13=0-3-8 Max Horz 22=178(LC 9) Max Uplift 22=-42(LC 10) Max Grav 22=1178(LC 1), 13=1180(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1230/47, 3-4=-4258/278, 4-5=-1981/101, 5-6=-1708/109, 6-7=-1713/111, 7-8=-1099/109, 8-9=-1172/86, 9-10=-1330/80, 10-11=-319/0, 2-22=-1126/56 BOT CHORD 20-21=-74/930, 18-19=-249/3734, 17-18=0/1536, 13-14=0/983 WEBS 19-20=-98/1316, 4-19=-106/1790, 6-17=-307/81, 3-21=-252/28, 3-20=-1519/123, 3-19=-222/3306, 4-18=-2247/259, 5-18=-9/625, 5-17=-81/383, 14-17=0/1217, 7-17=-51/804, 7-14=-1310/129, 8-14=-58/1031, 2-21=0/878, 10-13=-1267/97 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-1-9, Exterior(2R) 6-1-9 to 12-1-9, Interior(1) 12-1-9 to 16-4-11, Exterior(2R) 16-4-11 to 20-9-1, Interior(1) 20-9-1 to 26-2-0, Exterior(2E) 26-2-0 to 29-2-0 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) 22. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T12 Truss Type HIP Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352038 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:06 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-1z94V6omm2epqfdS3Rz36cjYfAu8yXBbqzuHRlzR9Jp Scale = 1:59.6 1 2 3 4 5 6 7 8 9 10 11 1213 23 22 21 20 19 18 17 16 15 14 24 25 263x4 5x8 4x8 3x4 3x4 3x8 2x4 2x4 3x4 8x8 3x6 3x6 4x10 4x10 6x10 3x6 2x4 3x8 3x4 5x8 3x4 0-1-122-9-3 2-9-3 6-3-0 3-5-13 11-4-0 5-1-0 16-0-2 4-8-2 22-3-2 6-3-0 28-3-0 5-11-14 -0-11-0 0-11-0 2-9-3 2-9-3 6-0-3 3-3-0 11-4-0 5-3-13 12-2-14 0-10-14 16-0-2 3-9-4 22-3-2 6-3-0 26-3-0 3-11-14 28-3-0 2-0-0 29-2-0 0-11-0 1-0-010-0-710-2-31-0-03-0-010-0-79.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-8], [7:0-4-0,0-1-6], [8:0-4-0,0-1-6], [17:0-4-12,0-2-0], [19:0-3-0,0-2-12], [20:0-3-12,0-0-0], [22:0-2-8,0-1-8] 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 0.59 0.67 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.32 0.25 (loc) 19 19-20 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 146 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* 4-21,2-23,12-14: 2x4 SPF-S Stud, 6-18,7-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 4-19, 7-17 REACTIONS. (size)23=0-3-8, 14=0-3-8 Max Horz 23=-203(LC 8) Max Uplift 23=-5(LC 10), 14=-4(LC 11) Max Grav 23=1178(LC 1), 14=1180(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1245/2, 3-4=-2860/69, 4-6=-1617/32, 6-7=-1547/150, 7-8=-799/117, 8-10=-1102/96, 10-11=-1364/21, 2-23=-1138/20 BOT CHORD 21-22=-57/956, 19-20=-53/2352, 15-17=0/1008, 14-15=0/1008 WEBS 20-21=-29/770, 4-20=-3/988, 3-21=-1161/71, 3-20=-51/2215, 4-19=-1251/150, 17-19=0/1204, 7-19=-131/1435, 7-17=-669/77, 8-17=-7/316, 10-17=-318/141, 2-22=0/912, 11-14=-1306/0 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 8-0-0, Exterior(2R) 8-0-0 to 20-3-0, Interior(1) 20-3-0 to 26-2-0, Exterior(2E) 26-2-0 to 29-2-0 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) 23, 14. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T12A Truss Type HIP Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352039 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:07 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-V9iSjSpOXLmgRpCed9UIfpFhOaCeh_Dl3der_BzR9Jo Scale = 1:54.2 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 5x8 4x8 3x4 2x4 5x12 5x8 2x4 2x4 3x4 8x8 3x6 3x8 3x8 2x4 3x6 3x4 6x8 3x4 0-1-122-9-3 2-9-3 6-3-0 3-5-13 11-4-0 5-1-0 17-6-12 6-2-12 28-3-0 10-8-4 -0-11-0 0-11-0 2-9-3 2-9-3 6-3-0 3-5-13 10-8-4 4-5-4 11-4-0 0-7-12 17-6-12 6-2-12 23-4-8 5-9-12 26-3-0 2-10-8 28-3-0 2-0-0 29-2-0 0-11-0 1-0-08-10-79-0-31-0-03-0-08-10-79.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-6], [7:0-4-0,0-1-6], [16:0-2-8,0-2-4], [17:0-5-8,0-2-8], [19:0-2-8,0-1-8] 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 0.72 0.78 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.62 0.25 (loc) 12-13 12-13 12 l/defl >999 >537 n/a L/d 240 180 n/a PLATES MT20 Weight: 135 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-18,2-20,10-12: 2x4 SPF-S Stud, 6-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-11 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 7-13 REACTIONS. (size)20=0-3-8, 12=0-3-8 Max Horz 20=181(LC 9) Max Grav 20=1180(LC 1), 12=1181(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1251/16, 3-4=-2930/16, 4-5=-2942/132, 5-6=-1361/65, 6-7=-1367/68, 7-8=-1171/84, 8-9=-1334/70, 9-10=-315/0, 2-20=-1140/33 BOT CHORD 18-19=-36/955, 16-17=0/1318, 12-13=0/986 WEBS 17-18=-14/801, 6-16=-357/152, 3-18=-1209/47, 3-17=-16/2286, 5-17=-159/1582, 13-16=0/967, 7-16=-84/666, 5-16=-140/507, 2-19=0/931, 9-12=-1271/87 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-5-5, Exterior(2R) 6-5-5 to 21-9-11, Interior(1) 21-9-11 to 26-2-0, Exterior(2E) 26-2-0 to 29-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T13 Truss Type COMMON Qty 3 Ply 1 02 Ambleside Manors Job Reference (optional) I51352040 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:08 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-zLGrwoq0IfuW3znrAs?XC1or3_afQYMuHHNOWezR9Jn Scale = 1:68.9 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 173x6 4x8 3x6 3x6 3x4 2x4 3x4 2x4 6x8 3x4 3x4 6x8 3x4 3x4 9-4-139-4-13 18-10-49-5-6 27-11-89-1-4 -0-11-0 0-11-0 2-0-0 2-0-0 7-1-14 5-1-14 14-1-8 6-11-10 21-1-2 6-11-9 25-11-8 4-10-6 27-11-8 2-0-0 1-0-011-7-21-2-109.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.66 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.35 0.04 (loc) 14-15 12-14 11 l/defl >999 >959 n/a L/d 240 180 n/a PLATES MT20 Weight: 116 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* 6-14,6-12: 2x4 SPF No.2, 10-11,2-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=Mechanical, 15=0-3-8 Max Horz 15=225(LC 9) Max Uplift 15=-8(LC 10) Max Grav 11=1105(LC 1), 15=1172(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1328/54, 4-6=-1219/148, 6-8=-1191/149, 8-9=-1300/55 BOT CHORD 14-15=-62/999, 12-14=0/685, 11-12=0/945 WEBS 4-14=-320/225, 6-14=-106/534, 6-12=-106/489, 8-12=-287/223, 3-15=-1268/25, 9-11=-1312/22 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 1-10-15, Interior(1) 1-10-15 to 11-1-8, Exterior(2R) 11-1-8 to 17-1-8, Interior(1) 17-1-8 to 24-9-12, Exterior(2E) 24-9-12 to 27-9-12 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) 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T13A Truss Type COMMON Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352041 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:09 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-RYqD87re3z0Nh7M1kaXmkEL2WNwt9?c1Wx7y24zR9Jm Scale = 1:67.1 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 3x6 6x16 3x6 3x6 3x4 2x4 3x4 2x4 6x8 3x4 3x4 6x8 3x4 3x4 0-1-129-4-13 9-4-13 18-10-4 9-5-6 27-11-8 9-1-4 -0-11-0 0-11-0 2-0-0 2-0-0 7-1-14 5-1-14 13-9-9 6-7-11 14-5-7 0-7-14 21-1-2 6-7-10 25-11-8 4-10-6 27-11-8 2-0-0 1-0-011-4-31-2-1011-2-79.00 12 Plate Offsets (X,Y)-- [6:0-8-0,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.66 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.34 0.04 (loc) 15-16 13-15 12 l/defl >999 >977 n/a L/d 240 180 n/a PLATES MT20 Weight: 115 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* 6-15,7-13: 2x4 SPF No.2, 11-12,2-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=Mechanical, 16=0-3-8 Max Horz 16=220(LC 7) Max Uplift 16=-8(LC 10) Max Grav 12=1105(LC 1), 16=1172(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1327/32, 4-6=-1214/136, 7-9=-1185/135, 9-10=-1298/31, 6-7=-701/124 BOT CHORD 15-16=-57/989, 13-15=0/701, 12-13=0/942 WEBS 4-15=-312/224, 6-15=-103/521, 7-13=-103/475, 9-13=-277/222, 3-16=-1269/22, 10-12=-1312/12 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 1-10-15, Interior(1) 1-10-15 to 9-6-10, Exterior(2R) 9-6-10 to 18-8-6, Interior(1) 18-8-6 to 24-9-12, Exterior(2E) 24-9-12 to 27-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T13B Truss Type COMMON Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352042 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:11 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-NwyzYpsvbaG5wQWQs?ZEpfQO7BbLdv5KzFc27yzR9Jk Scale = 1:62.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 3x6 4x8 5x6 3x6 3x6 3x4 2x4 3x4 2x4 6x8 3x4 3x4 6x8 3x4 3x4 0-1-129-4-13 9-4-13 18-10-4 9-5-6 27-11-8 9-1-4 -0-11-0 0-11-0 2-0-0 2-0-0 7-1-14 5-1-14 13-7-10 6-5-12 14-7-6 0-11-12 21-1-2 6-5-11 25-11-8 4-10-6 27-11-8 2-0-0 1-0-011-2-121-2-1011-1-09.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-1-6], [7:0-3-0,0-2-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.66 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.34 0.04 (loc) 15-16 13-15 12 l/defl >999 >981 n/a L/d 240 180 n/a PLATES MT20 Weight: 115 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* 6-15,7-13: 2x4 SPF No.2, 11-12,2-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=Mechanical, 16=0-3-8 Max Horz 16=218(LC 7) Max Uplift 16=-7(LC 10) Max Grav 12=1105(LC 1), 16=1172(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1326/31, 4-6=-1212/134, 7-9=-1183/133, 9-10=-1297/30, 6-7=-707/124 BOT CHORD 15-16=-55/984, 13-15=0/707, 12-13=0/941 WEBS 4-15=-310/225, 6-15=-102/517, 7-13=-102/470, 9-13=-275/222, 3-16=-1270/21, 10-12=-1313/11 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 1-10-15, Interior(1) 1-10-15 to 9-4-11, Exterior(2R) 9-4-11 to 18-10-5, Interior(1) 18-10-5 to 24-9-12, Exterior(2E) 24-9-12 to 27-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T13C Truss Type HIP Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352043 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:12 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-r7WLm9tXLuOyYa5cPi4TMtyWWbteMK3UCvMcfPzR9Jj Scale = 1:58.1 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 3x4 4x8 4x8 3x4 3x6 3x6 2x4 3x4 3x8 3x4 5x10 MT18HS 3x4 5x8 3x4 3x4 0-1-125-11-14 5-11-14 12-0-15 6-1-1 16-2-1 4-1-2 27-11-8 11-9-7 -0-11-0 0-11-0 2-0-0 2-0-0 5-11-14 3-11-14 12-0-15 6-1-1 16-2-1 4-1-2 22-1-13 5-11-13 25-11-8 3-9-11 27-11-8 2-0-0 1-0-09-11-010-0-121-2-109-11-09.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-1-6], [7:0-4-0,0-1-6], [11:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.92 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.45 -0.90 0.04 (loc) 11-12 11-12 11 l/defl >741 >368 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 121 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-12: 2x4 SPF No.2, 10-11,2-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 11-12. WEBS 1 Row at midpt 6-12 REACTIONS. (size)11=Mechanical, 16=0-3-8 Max Horz 16=196(LC 7) Max Uplift 16=-2(LC 10) Max Grav 11=1105(LC 1), 16=1172(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1353/22, 4-6=-1089/102, 6-7=-799/107, 7-8=-1077/86, 8-9=-1272/65, 9-10=-295/0 BOT CHORD 15-16=-38/999, 14-15=-38/999, 12-14=0/787, 11-12=0/927 WEBS 4-14=-321/134, 6-14=-58/273, 7-12=-2/352, 3-16=-1302/0, 9-11=-1241/86 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 1-10-15, Interior(1) 1-10-15 to 7-10-1, Exterior(2R) 7-10-1 to 20-4-15, Interior(1) 20-4-15 to 24-9-12, Exterior(2E) 24-9-12 to 27-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T13D Truss Type HIP Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352044 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:14 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-oVd6BrvntVegnuF_X76xRI2uFOciqGsmgDrjjHzR9Jh Scale = 1:53.3 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 4x8 5x6 3x4 3x4 3x8 2x4 3x4 2x4 6x8 3x4 6x8 3x4 3x4 0-1-1210-6-4 10-6-4 17-8-12 7-2-7 27-11-8 10-2-12 -0-11-0 0-11-0 2-0-0 2-0-0 4-6-12 2-6-12 10-6-4 5-11-9 17-8-12 7-2-7 23-8-6 5-11-11 25-11-8 2-3-2 27-11-8 2-0-0 1-0-08-9-08-10-121-2-108-9-09.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-1-12], [6:0-3-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.75 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.60 0.04 (loc) 13-14 13-14 10 l/defl >999 >554 n/a L/d 240 180 n/a PLATES MT20 Weight: 114 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* 6-13: 2x4 SPF No.2, 9-10,2-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-2 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS. (size)10=Mechanical, 14=0-3-8 Max Horz 14=175(LC 7) Max Grav 10=1105(LC 1), 14=1172(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-318/0, 3-4=-1319/73, 4-5=-1167/86, 5-6=-875/111, 6-7=-1152/89, 7-8=-1276/78 BOT CHORD 13-14=-63/975, 11-13=0/865, 10-11=0/921 WEBS 5-13=0/356, 6-11=0/334, 3-14=-1261/98, 8-10=-1307/97 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 1-10-15, Interior(1) 1-10-15 to 6-3-6, Exterior(2R) 6-3-6 to 21-11-10, Interior(1) 21-11-10 to 24-9-12, Exterior(2E) 24-9-12 to 27-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T14 Truss Type HALF HIP Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352045 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:16 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-kulscXw2P6uO1CONeY9PWj7IaCI5I7g37XKpoAzR9Jf Scale = 1:52.7 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 4x8 3x6 3x4 4x6 3x6 3x8 3x4 3x4 3x4 2x4 3x4 4x8 3x4 0-1-128-11-10 8-11-10 18-3-13 9-4-3 27-11-8 9-7-11 -0-11-0 0-11-0 2-0-0 2-0-0 3-10-3 1-10-3 8-11-10 5-1-7 15-2-7 6-2-13 21-5-3 6-2-13 27-11-8 6-6-5 1-0-07-7-07-8-127-7-09.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-6], [9: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 0.50 0.75 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.48 0.04 (loc) 10-11 10-11 10 l/defl >999 >692 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 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 No.2, 2-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-9 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 8-10 REACTIONS. (size)10=Mechanical, 14=0-3-8 Max Horz 14=212(LC 7) Max Uplift 10=-75(LC 7) Max Grav 10=1107(LC 1), 14=1173(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1324/31, 4-5=-1229/37, 5-6=-936/65, 6-8=-964/34 BOT CHORD 13-14=-159/965, 11-13=-130/1065, 10-11=-112/772 WEBS 5-13=0/415, 6-13=-279/126, 6-11=-258/94, 8-11=0/521, 8-10=-1155/107, 3-14=-1326/19 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 1-10-15, Interior(1) 1-10-15 to 4-8-11, Exterior(2R) 4-8-11 to 13-2-8, Interior(1) 13-2-8 to 24-10-4, Exterior(2E) 24-10-4 to 27-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T15 Truss Type HALF HIP Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352046 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:17 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-C4JEpsxgAQ0FeLzZCFge3wgRdcac1aoDMB3NKczR9Je Scale = 1:50.3 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 4x8 3x4 3x4 4x6 3x6 3x4 3x4 3x4 3x4 3x4 5x8 3x4 0-1-127-4-15 7-4-15 17-6-8 10-1-8 27-11-8 10-5-0 -0-11-0 0-11-0 2-0-0 2-0-0 7-4-15 5-4-15 14-1-15 6-9-0 20-11-0 6-9-0 27-11-8 7-0-8 1-0-06-5-06-6-126-5-09.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6], [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-SH 0.61 0.93 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.62 0.05 (loc) 9-10 9-10 9 l/defl >999 >534 n/a L/d 240 180 n/a PLATES MT20 Weight: 108 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 No.2, 2-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-9 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-12, 7-9 REACTIONS. (size)9=Mechanical, 13=0-3-8 Max Horz 13=180(LC 9) Max Uplift 9=-72(LC 7) Max Grav 9=1107(LC 1), 13=1173(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1348/20, 4-5=-982/62, 5-7=-1192/22 BOT CHORD 12-13=-112/987, 10-12=-139/1283, 9-10=-121/973 WEBS 4-12=0/508, 5-12=-482/130, 7-10=0/520, 7-9=-1278/116, 3-13=-1342/0 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 1-10-15, Interior(1) 1-10-15 to 3-2-1, Exterior(2R) 3-2-1 to 11-7-14, Interior(1) 11-7-14 to 24-10-4, Exterior(2E) 24-10-4 to 27-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 9. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T16 Truss Type HALF HIP Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352047 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:18 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-gHtc0CyIxk86GVYmmzBtc8Ca60__m1DMbrpwt2zR9Jd Scale = 1:50.4 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 4x8 3x4 3x4 4x6 3x4 3x4 3x4 3x4 3x6 3x4 6x8 3x4 0-1-125-10-4 5-10-4 16-9-2 10-10-14 27-11-8 11-2-6 -0-11-0 0-11-0 2-0-0 2-0-0 5-10-4 3-10-4 13-1-8 7-3-4 20-4-12 7-3-4 27-11-8 7-6-12 1-0-05-3-05-4-125-3-09.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6], [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-SH 0.75 0.66 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.63 0.05 (loc) 9-10 9-10 9 l/defl >999 >529 n/a L/d 240 180 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-11: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-9: 2x4 SPF No.2, 2-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-1 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 7-9 REACTIONS. (size)9=Mechanical, 13=0-3-8 Max Horz 13=147(LC 7) Max Uplift 9=-70(LC 7) Max Grav 9=1107(LC 1), 13=1173(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1384/30, 4-5=-1017/47, 5-7=-1519/31 BOT CHORD 12-13=-103/1026, 10-12=-155/1587, 9-10=-137/1264 WEBS 4-12=0/577, 5-12=-741/131, 7-10=0/533, 7-9=-1489/132, 3-13=-1369/0 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 1-10-15, Exterior(2R) 1-10-15 to 10-1-3, Interior(1) 10-1-3 to 24-10-4, Exterior(2E) 24-10-4 to 27-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 9. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T17 Truss Type HALF HIP Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352048 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:20 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-cf?NRuzYTLOpVpi8tODLhZIuWpgLEuJf29I1xxzR9Jb Scale = 1:51.1 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 3x4 5x6 3x4 3x4 3x6 5x12 2x4 2x4 3x6 3x6 8x8 3x8 6x6 4x8 3x8 2x4 5x12 3x6 4x10 0-1-121-11-14 1-11-14 4-1-0 2-1-2 4-3-10 0-2-10 5-4-0 1-0-6 12-10-15 7-6-15 20-4-9 7-5-11 27-11-8 7-6-15 -0-11-0 0-11-0 1-11-14 1-11-14 4-3-10 2-3-12 5-4-0 1-0-6 12-10-15 7-6-15 20-4-9 7-5-11 27-11-8 7-6-15 1-0-04-1-04-2-124-1-02-0-09.00 12 Plate Offsets (X,Y)-- [5:0-3-11,Edge], [11:Edge,0-2-8], [14:0-2-8,0-2-0], [16:0-3-8,0-2-8], [17:0-4-0,0-0-0], [19:0-2-8,0-1-8] 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 0.89 0.67 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.41 0.19 (loc) 14-15 14-15 11 l/defl >999 >812 n/a L/d 240 180 n/a PLATES MT20 Weight: 115 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* 4-18,6-15,2-20: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-12 REACTIONS. (size)11=Mechanical, 20=0-3-8 Max Horz 20=114(LC 9) Max Uplift 11=-69(LC 7), 20=-13(LC 7) Max Grav 11=1106(LC 1), 20=1168(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1109/36, 3-4=-2598/208, 4-5=-2233/182, 5-6=-2671/238, 6-7=-2641/238, 7-9=-1696/103, 9-10=-1696/103, 10-11=-1038/105, 2-20=-1118/21 BOT CHORD 18-19=-106/843, 16-17=-226/2131, 12-14=-159/2104 WEBS 17-18=-94/839, 4-17=-75/738, 6-16=-477/147, 3-19=-352/31, 3-18=-1094/140, 5-16=-151/1119, 14-16=-161/2117, 7-16=-127/552, 7-14=-375/140, 7-12=-458/32, 9-12=-485/138, 10-12=-120/1868, 2-19=-3/871, 3-17=-205/1936 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 1-11-4, Exterior(2R) 1-11-4 to 8-6-8, Interior(1) 8-6-8 to 24-10-4, Exterior(2E) 24-10-4 to 27-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 11, 20. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss T18 Truss Type COMMON Qty 5 Ply 1 02 Ambleside Manors Job Reference (optional) I51352049 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:21 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-5rZlfE_AEfXg7zHLR5kaDmqBwD60zUMoHp1aTNzR9Ja Scale = 1:28.9 1 2 3 4 5 6 7 10 9 8 4x6 2x4 3x4 3x4 3x6 3x4 3x6 3x4 5-11-85-11-8 11-11-05-11-8 -0-11-0 0-11-0 1-6-0 1-6-0 5-11-8 4-5-8 10-5-0 4-5-8 11-11-0 1-6-0 12-10-0 0-11-0 1-0-04-5-111-0-07.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.26 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.01 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 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* 2-10,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 8=0-3-8 Max Horz 10=-94(LC 8) Max Uplift 10=-15(LC 10), 8=-15(LC 11) Max Grav 10=529(LC 1), 8=529(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-475/69, 4-5=-475/69 BOT CHORD 9-10=0/352, 8-9=0/352 WEBS 4-9=0/254, 3-10=-518/48, 5-8=-518/48 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-11-8, Exterior(2R) 2-11-8 to 8-11-8, Interior(1) 8-11-8 to 9-10-0, Exterior(2E) 9-10-0 to 12-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss V01 Truss Type GABLE Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352050 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:22 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-Z267sa?o?yfXl7sX?pFpm_NNkdVeixcyVTn80qzR9JZ Scale = 1:35.2 1 2 3 4 5 8 7 63x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 11-2-611-2-6 9-11-14 9-11-14 11-2-6 1-2-8 0-0-45-9-155-1-77.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.20 0.11 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-2-6. (lb) - Max Horz 1=148(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=356(LC 17), 8=290(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-273/88 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 6-11-14, Exterior(2R) 6-11-14 to 9-11-14 , Exterior(2E) 9-11-14 to 11-1-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, 6, 7, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss V02 Truss Type GABLE Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352051 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:23 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-1EgV4w0RmGnOMHRjZWn2JBwVy1paROR5k7WhYGzR9JY Scale = 1:28.3 1 2 3 4 6 53x4 3x4 3x4 3x4 2x4 2x4 8-7-88-7-8 7-5-0 7-5-0 8-7-8 1-2-8 0-0-44-3-153-7-77.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [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 0.43 0.25 0.06 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: 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-7-8, 5=8-7-8, 6=8-7-8 Max Horz 1=109(LC 7) Max Uplift 5=-3(LC 11), 6=-58(LC 10) Max Grav 1=140(LC 1), 5=124(LC 1), 6=388(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-6=-293/156 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 4-5-0, Exterior(2R) 4-5-0 to 7-5-0, Exterior(2E) 7-5-0 to 8-6-4 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) 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) 5, 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss V03 Truss Type GABLE Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352052 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:24 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-VQEuHG03XavF_Q?v6DIHrPSeJQ5sAshFznGE4izR9JX Scale = 1:19.6 1 2 3 4 3x6 3x4 3x6 3x4 6-0-106-0-10 4-10-2 4-10-2 6-0-10 1-2-8 0-0-42-9-152-1-77.00 12 Plate Offsets (X,Y)-- [1:0-5-12,Edge], [2:0-2-0,Edge], [3:0-2-14,0-0-0], [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 0.52 0.44 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: 12 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. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-0-10, 4=6-0-10 Max Horz 1=67(LC 7) Max Uplift 1=-3(LC 10), 4=-9(LC 10) Max Grav 1=222(LC 1), 4=222(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Exterior(2R) 3-4-13 to 4-10-2, Exterior(2E) 4-10-2 to 5-11-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss V04 Truss Type Valley Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352053 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:24 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pTetoT_LGA3mM_rauZf8C8ySocb-VQEuHG03XavF_Q?v6DIHrPSl1QA?AshFznGE4izR9JX Scale = 1:9.4 1 2 3 4 3x4 3x4 3x6 3-5-133-5-13 2-3-5 2-3-5 3-5-13 1-2-8 0-0-41-3-150-7-77.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.11 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 3-5-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-5-6, 4=3-5-6 Max Horz 1=25(LC 9) Max Uplift 1=-2(LC 10) Max Grav 1=119(LC 1), 4=119(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss V05 Truss Type Valley Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352054 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:25 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-zdoGVc1hIt16caa6gxpWOc?s5qUzvIUOCQ?oc8zR9JW Scale: 3/8"=1' 1 2 3 4 5 6 11 10 9 8 7 123x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 15-6-1015-6-10 15-6-10 15-6-10 0-0-45-2-34.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge], [7:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.32 0.19 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-6-10. (lb) - Max Horz 1=155(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 10, 11 Max Grav All reactions 250 lb or less at joint(s) 7, 1 except 8=344(LC 1), 10=318(LC 1), 11=306(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-8=-259/107 NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-8-5 to 3-6-10, Interior(1) 3-6-10 to 12-5-6, Exterior(2E) 12-5-6 to 15-5-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 10, 11. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss V06 Truss Type GABLE Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352055 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:26 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:guX_tD9d34HA5tqoD4NKkHy3pZ9-RpMeix2J2B9zDk9IEeKmwqY12Eqcel2YQ4lL9bzR9JV Scale = 1:22.5 1 2 3 5 4 6 7 3x4 3x4 3x4 2x4 2x4 11-0-10 11-0-10 0-0-43-8-34.00 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-SH 0.37 0.23 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: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=11-0-10, 4=11-0-10, 5=11-0-10 Max Horz 1=105(LC 9) Max Uplift 4=-4(LC 7), 5=-51(LC 10) Max Grav 1=198(LC 1), 4=83(LC 1), 5=520(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-368/209 NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 6-8-7, Exterior(2R) 6-8-7 to 10-11-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 02_AMBLESIDE_MANORS Truss V07 Truss Type Valley Qty 1 Ply 1 02 Ambleside Manors Job Reference (optional) I51352056 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:43:27 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pTetoT_LGA3mM_rauZf8C8ySocb-v?w0vH3xpVHqrukUoMr?T149Be3qNDRhfkUvh1zR9JU Scale = 1:14.4 1 2 3 3x4 3x4 3x4 6-6-10 6-6-10 0-0-42-2-34.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.54 0.68 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: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-6-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-6-10, 3=6-6-10 Max Horz 1=59(LC 9) Max Uplift 1=-9(LC 6), 3=-18(LC 10) Max Grav 1=227(LC 1), 3=227(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 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