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HomeMy WebLinkAboutAMBM 006 - Trusses16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). January 6,2022 Liu, Xuegang Pages or sheets covered by this seal: I49572831 thru I49572893 My license renewal date for the state of Indiana is July 31, 2022. 06_Ambleside_Front_Load 06 Ambleside Front Load 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 06_AMBLESIDE_FRONT_L~D Truss GE01 Truss Type GABLE Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572831 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:16 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-_dZS8oUJzXssgy6axrt2XSUOY0NxYbUYn8YXT9zy5jn Scale = 1:72.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 12 11 10 9 8 7 6 5 26 27 3x4 3x8 5x8 5x6 3x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-3-108-3-10 9-9-81-5-14 -0-11-0 0-11-0 8-3-10 8-3-10 9-9-8 1-5-14 5-6-1010-2-1310-4-1210-2-137.00 12 Plate Offsets (X,Y)-- [2:0-4-1,Edge], [3:0-4-10,Edge], [3:0-0-2,0-2-8], [4: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 0.80 0.19 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.06 -0.00 (loc) 1 1-2 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 262 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5,3-12: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 3-5 REACTIONS.All bearings 9-9-8. (lb) - Max Horz 12=273(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 12, 6, 7, 11 except 5=-218(LC 7) Max Grav All reactions 250 lb or less at joint(s) 6, 7, 8, 9, 10, 11 except 12=386(LC 18), 5=354(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-331/198 WEBS 3-5=-473/222 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-0-12, Exterior(2R) 4-0-12 to 8-3-10, Exterior(2E) 8-3-10 to 9-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) The Fabrication Tolerance at joint 3 = 16% 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 6, 7, 11 except (jt=lb) 5=218. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss GE02 Truss Type GABLE Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572832 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:17 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-Sp6qL8Vxkq_iI6hmUYOH4g1jYQkzH5Dh0oH5?bzy5jm Scale = 1:60.1 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 34 35 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 19-5-019-5-0 -0-11-0 0-11-0 9-8-8 9-8-8 19-5-0 9-8-8 20-4-0 0-11-0 1-3-09-4-11-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.07 0.21 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: 316 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-25 REACTIONS.All bearings 19-5-0. (lb) - Max Horz 33=-186(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 33, 18, 27, 28, 29, 31, 23, 22, 21, 20 except 32=-112(LC 10), 19=-106(LC 11) Max Grav All reactions 250 lb or less at joint(s) 33, 18, 25, 26, 27, 28, 29, 31, 32, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-124/263, 8-9=-132/276, 9-10=-132/276, 10-11=-124/263 WEBS 9-25=-284/109 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 6-8-8, Corner(3R) 6-8-8 to 12-8-8, Exterior(2N) 12-8-8 to 17-4-0, Corner(3E) 17-4-0 to 20-4-0 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, 27, 28, 29, 31, 23, 22, 21, 20 except (jt=lb) 32=112, 19=106. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss GE03 Truss Type GABLE Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572833 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:18 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-x?gCZUWZV86ZvGGy2GvWctZvep4H0bjrES1eX1zy5jl Scale: 1"=1' Sheet BackFull Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 3x6 3x4 3x4 -0-11-0 0-11-0 3-3-8 3-3-8 0-9-01-10-34.00 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-R 0.13 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 19 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 3-3-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=3-3-8, 4=3-3-8 Max Horz 5=49(LC 7) Max Uplift 5=-33(LC 6), 4=-9(LC 10) Max Grav 5=197(LC 1), 4=111(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 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) 5, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss GE05 Truss Type GABLE Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572834 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:20 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-tOoyzAXq1lMH9aQLAhx_iIfEydmsUTu7imWlcwzy5jj Scale = 1:60.1 Sheet BackFull Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2021 22 23 24 25 26 27 28 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 3x4 3x4 3x4 5x6 3x4 3x4 4x6 5x12 4x6 32-11-032-11-0 -0-11-0 0-11-0 10-0-5 10-0-5 27-2-2 17-1-13 32-11-0 5-8-14 1-0-06-8-46-10-33-6-06-8-47.00 12 Plate Offsets (X,Y)-- [9:0-6-0,0-0-9], [29:Edge,0-2-8], [42:0-3-0,0-1-4], [45:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.06 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 1 1 29 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 548 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* 28-29: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 9-23. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 32-11-0. (lb) - Max Horz 55=152(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 55, 29, 48, 49, 50, 51, 52, 54, 47, 46, 44, 43, 42, 40, 39, 38, 37, 36, 35, 34, 32, 31, 30 Max Grav All reactions 250 lb or less at joint(s) 55, 29, 48, 49, 50, 51, 52, 53, 54, 47, 46, 44, 43, 42, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-0-5, Exterior(2N) 2-0-5 to 7-0-5, Corner(3R) 7-0-5 to 13-0-5, Exterior(2N) 13-0-5 to 24-2-2, Corner(3R) 24-2-2 to 30-0-5, Corner(3E) 30-0-5 to 32-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 55, 29, 48, 49, 50, 51, 52, 54, 47, 46, 44, 43, 42, 40, 39, 38, 37, 36, 35, 34, 32, 31, 30. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss GE06 Truss Type GABLE Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572835 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:22 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-pnwjOsZ4ZNc?OtajH6_SnjkbWRSXyOJQ94?sgozy5jh Scale = 1:25.3 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 3x6 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-11-013-11-0 -0-11-0 0-11-0 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 0-9-03-0-130-9-04.00 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 0.07 0.05 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 10 10 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 99 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 13-11-0. (lb) - Max Horz 20=20(LC 10) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 3-11-8, Corner(3R) 3-11-8 to 9-11-8, Exterior(2N) 9-11-8 to 11-10-0, Corner(3E) 11-10-0 to 14-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss GE09 Truss Type GABLE Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572836 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:23 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-HzU5cBaiKgks019wrpVhJxHmQqohhnsaOkkPDFzy5jg Scale = 1:43.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-7-013-7-0 -0-11-0 0-11-0 6-9-8 6-9-8 13-7-0 6-9-8 14-6-0 0-11-0 1-3-06-10-151-3-010.00 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 0.05 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 180 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 13-7-0. (lb) - Max Horz 24=-142(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-19=-252/68 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 3-9-8, Corner(3R) 3-9-8 to 9-9-8, Exterior(2N) 9-9-8 to 11-6-0, Corner(3E) 11-6-0 to 14-6-0 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) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss GE10 Truss Type GABLE Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572837 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:24 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-l91TpXbK5_sjeBk6PW0ws8przE7sQHhjdOUylhzy5jf Scale = 1:45.6 Sheet BackFull Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-0-1413-0-14 13-0-14 13-0-14 0-0-47-7-87.00 12 Plate Offsets (X,Y)-- [12:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.12 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 160 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-0-14. (lb) - Max Horz 1=198(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 12, 1, 13, 14, 15, 16, 17, 18, 19, 20 Max Grav All reactions 250 lb or less at joint(s) 12, 1, 13, 14, 15, 16, 17, 18, 19, 20 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-6-8 to 3-8-14, Exterior(2N) 3-8-14 to 9-11-10, Corner(3E) 9-11-10 to 12-11-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 1, 13, 14, 15, 16, 17, 18, 19, 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss J01 Truss Type Jack-Open Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572838 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:25 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-DMbr1tbysI_aFLIIyEX9OMM4LeS09lRsr1DWH7zy5je Scale = 1:14.4 1 2 3 6 4 5 3x4 3x4 3x4 4-0-04-0-0 -0-11-0 0-11-0 1-3-5 1-3-5 4-0-0 2-8-11 1-3-02-2-02-3-122-2-01-10-810.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.03 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 6=39(LC 7) Max Uplift 4=-29(LC 7) Max Grav 6=224(LC 1), 4=102(LC 1), 5=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss J02 Truss Type Jack-Open Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572839 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:25 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-DMbr1tbysI_aFLIIyEX9OMM2oeRM9lRsr1DWH7zy5je Scale = 1:20.1 1 2 3 6 4 5 3x4 3x4 3x4 4-0-04-0-0 -0-11-0 0-11-0 2-7-3 2-7-3 4-0-0 1-4-13 1-3-03-3-43-5-03-3-410.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.32 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.05 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 6=66(LC 10) Max Uplift 4=-31(LC 10) Max Grav 6=224(LC 1), 4=101(LC 1), 5=73(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss J03 Truss Type Jack-Open Girder Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572840 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:26 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-iY9EEDcadb7RtVtVWx2OxZvEV2nyuCh04hz3pazy5jd Scale = 1:13.7 1 2 3 6 7 4 8 9 5 3x4 3x4 3x4 4-0-04-0-0 -0-11-0 0-11-0 1-1-3 1-1-3 4-0-0 2-10-13 1-3-02-0-42-2-02-0-41-8-1210.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.20 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.03 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 6=36(LC 5) Max Uplift 6=-15(LC 8), 4=-32(LC 5) Max Grav 6=219(LC 1), 4=102(LC 22), 5=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 6, 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 52 lb up at 1-1-3, and 46 lb down and 28 lb up at 2-0-12 on top chord, and 3 lb down and 7 lb up at 1-1-3, and 10 lb down and 1 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 8=6(F) 9=1(F) January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss J04 Truss Type Jack-Open Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572841 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:27 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-AkjcRZdDOvFIVfSh4fZdUnROOS7udfx9JLidM0zy5jc Scale = 1:19.6 1 2 3 6 4 5 3x4 3x4 3x4 4-0-04-0-0 -0-11-0 0-11-0 2-6-0 2-6-0 4-0-0 1-6-0 1-3-03-2-43-4-03-2-42-10-1210.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.32 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.05 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 6=64(LC 10) Max Uplift 4=-29(LC 7) Max Grav 6=224(LC 1), 4=101(LC 1), 5=73(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss J05 Truss Type Jack-Open Qty 18 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572842 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:27 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-AkjcRZdDOvFIVfSh4fZdUnRMxS6wdfx9JLidM0zy5jc Scale = 1:26.0 1 2 5 3 4 4x6 3x4 4-0-04-0-0 -0-11-0 0-11-0 4-0-0 4-0-0 1-3-04-7-04-1-34-7-010.00 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 0.41 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=100(LC 10) Max Uplift 3=-70(LC 10) Max Grav 5=224(LC 1), 3=110(LC 17), 4=73(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss J06 Truss Type Jack-Open Qty 2 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572843 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:28 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-ewH_fver9DN96o1teM4s0__cHrV_M6BJX?SAuSzy5jb Scale = 1:13.8 1 2 5 3 43x4 3x4 2-0-02-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 1-0-02-2-01-9-12-2-07.00 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 0.11 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: 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=37(LC 10) Max Uplift 3=-25(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-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss J07 Truss Type Jack-Open Girder Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572844 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:29 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-67rMsFeTvWV0kyc3B4c5ZCXkAFr55ZRSmfBjQuzy5ja Scale = 1:13.7 1 2 4 6 3 5 3x4 3x4 1-10-81-9-15 -1-8-15 1-8-15 1-10-8 1-10-8 1-3-02-1-125.74 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 0.30 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 6 6 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 1-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-5-1, 5=Mechanical, 3=Mechanical Max Horz 6=41(LC 7) Max Uplift 6=-14(LC 10), 3=-16(LC 10) Max Grav 6=244(LC 1), 5=28(LC 3), 3=5(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss J08 Truss Type Jack-Closed Girder Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572845 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:29 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-67rMsFeTvWV0kyc3B4c5ZCXmLFnK5ThSmfBjQuzy5ja Scale = 1:26.0 1 2 3 6 5 4 7 8 3x4 3x4 3x4 4x6 10x10 4x8 2-0-02-0-0 4-0-02-0-0 2-0-0 2-0-0 4-0-0 2-0-0 1-3-04-7-010.00 12 Plate Offsets (X,Y)-- [5:0-2-8,0-5-0] 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-P 0.16 0.29 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-5-8, 4=Mechanical Max Horz 6=110(LC 5) Max Grav 6=1511(LC 1), 4=1605(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-900/0, 1-2=-864/0 BOT CHORD 4-5=0/644 WEBS 1-5=0/716, 2-5=0/1260, 2-4=-1066/0 NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1406 lb down and 28 lb up at 1-0-12, and 1407 lb down at 3-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=-1406(F) 8=-1407(F) January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss J10 Truss Type Jack-Open Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572846 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:30 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-aJPk4bf5gqdsM6BGln7K5P3vMfBRq0hc?JxHyLzy5jZ Scale = 1:13.5 1 2 5 3 4 3x4 3x4 1-9-71-8-14 -1-8-15 1-8-15 1-9-7 1-9-7 1-3-02-1-45.74 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 0.27 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 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 1-9-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-1, 3=Mechanical, 4=Mechanical Max Horz 5=41(LC 7) Max Uplift 5=-16(LC 10), 3=-14(LC 10), 4=-1(LC 7) Max Grav 5=244(LC 1), 3=4(LC 8), 4=27(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss M01 Truss Type Monopitch Qty 6 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572847 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:31 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-2Vz7HxgjR8ljzGmSJVeZedc1O3VZZPslEzgqVnzy5jY Scale = 1:63.3 1 2 3 4 7 6 5 8 9 4x8 3x6 3x4 3x4 3x4 3x6 3x4 5-0-85-0-8 10-1-05-0-8 -0-11-0 0-11-0 5-0-8 5-0-8 10-1-0 5-0-8 5-6-1011-5-39-1-1211-5-37.00 12 Plate Offsets (X,Y)-- [4:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.18 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.04 -0.25 (loc) 5 6-7 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF No.2, 2-7: 2x4 SPF-S Stud OTHERS 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. WEBS 1 Row at midpt 3-6, 3-5 REACTIONS. (size)7=0-3-8, 9=0-3-8 Max Horz 7=277(LC 7) Max Uplift 9=-108(LC 7) Max Grav 7=459(LC 1), 9=432(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-8=-89/335, 4-8=-89/335, 2-7=-417/25 WEBS 3-5=-329/165, 2-6=-24/254, 4-9=-437/136 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 9-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=108. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss M02 Truss Type Monopitch Qty 5 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572848 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:31 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-2Vz7HxgjR8ljzGmSJVeZedc7k3XPZTxlEzgqVnzy5jY Scale: 1"=1' 1 2 3 5 4 3x4 3x6 3x4 3-2-123-2-12 -0-11-0 0-11-0 3-3-8 3-3-8 0-9-01-10-31-6-110-3-81-10-34.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 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 3-3-8 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=49(LC 7) Max Uplift 5=-33(LC 6), 4=-8(LC 10) Max Grav 5=195(LC 1), 4=109(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss PB02 Truss Type GABLE Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572849 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:33 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:x0NEkSdoQMskTGBkamIaqTyXOsI-_u4tichzzl?RDawrQvg1j2hS3sB71Ne2hH9xZgzy5jW Scale = 1:30.2 2 3 4 5 6 7 12 11 10 9 1 13 14 15 8 3x4 3x4 3x4 2x4 4x6 2x4 2x4 2x4 2x4 3x4 17-0-1517-0-15 3-8-13 3-8-13 13-4-2 9-7-6 17-0-15 3-8-13 -0-0-42-1-142-2-20-1-00-1-82-0-107.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-5], [6:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.11 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-0-15. (lb) - Max Horz 1=-36(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 9, 10, 12, 7 except 1=-173(LC 17) Max Grav All reactions 250 lb or less at joint(s) 1, 8, 9 except 2=420(LC 23), 10=343(LC 24), 12=299(LC 1), 7=281(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-10=-264/73 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-2 to 3-4-2, Exterior(2R) 3-4-2 to 7-11-11, Interior(1) 7-11-11 to 9-1-4, Exterior(2R) 9-1-4 to 13-8-13, Exterior(2E) 13-8-13 to 16-8-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2, 9, 10, 12, 7 except (jt=lb) 1=173. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss PB03 Truss Type GABLE Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572850 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:34 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:x0NEkSdoQMskTGBkamIaqTyXOsI-T4eFwyick37IqjV1_dBGGFEYSGWJmpPBwxvU56zy5jV Scale = 1:30.3 2 3 4 5 9 8 7 1 10 11 6 5x6 3x6 3x4 2x4 4x6 2x4 3x6 17-0-1517-0-15 6-7-1 6-7-1 10-5-14 3-10-13 17-0-15 6-7-1 -0-0-43-9-143-10-20-1-00-1-83-8-107.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12], [4:0-3-0,0-1-12], [9:0-1-14,0-1-8] 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 0.45 0.18 0.08 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: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-0-15. (lb) - Max Horz 1=65(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 8 except 1=-488(LC 17), 6=-468(LC 18), 2=-139(LC 10), 5=-125(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 2=770(LC 17), 7=362(LC 24), 8=364(LC 23), 5=772(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-92/275 WEBS 4-7=-261/50, 3-8=-265/58 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-2 to 3-4-2, Exterior(2R) 3-4-2 to 13-8-13, Exterior(2E) 13-8-13 to 16-8-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 1=488, 6=468, 2=139, 5=125. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss PB04 Truss Type GABLE Qty 3 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572851 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:36 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:x0NEkSdoQMskTGBkamIaqTyXOsI-PTm0KeksGgN041eQ62EkLgJzR4D9EjlUNFObA_zy5jT Scale = 1:33.4 2 3 4 5 6 11 10 9 8 1 12 13 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 3x4 17-0-1517-0-15 8-6-7 8-6-7 17-0-15 8-6-7 -0-0-44-11-84-11-120-1-00-1-87.00 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 0.17 0.09 0.09 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: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-0-15. (lb) - Max Horz 1=-86(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 8, 6 except 1=-142(LC 17), 7=-111(LC 1) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=307(LC 17), 9=258(LC 1), 11=339(LC 23), 8=339(LC 24), 6=306(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-258/142, 5-8=-258/142 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-4-2 to 3-4-2, Exterior(2N) 3-4-2 to 5-6-7, Corner(3R) 5-6-7 to 11-6-7, Exterior(2N) 11-6-7 to 13-8-13, Corner(3E) 13-8-13 to 16-8-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 8, 6 except (jt=lb) 1=142, 7=111. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T01 Truss Type COMMON Qty 2 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572852 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:37 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-tfKOY_lU1zVthBDcfllzuus4pUPez4Uecv79iRzy5jS Scale = 1:55.1 1 2 3 4 5 6 10 9 8 7 11 12 4x6 3x4 3x4 3x8 3x4 3x4 3x4 3x8 3x8 9-8-89-8-8 19-3-89-7-0 -0-11-0 0-11-0 3-10-4 3-10-4 9-8-8 5-10-4 15-6-10 5-10-2 19-3-8 3-8-14 1-3-09-4-11-4-410.00 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 0.45 0.71 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.34 0.02 (loc) 9-10 9-10 7 l/defl >999 >668 n/a L/d 240 180 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=Mechanical Max Horz 10=181(LC 7) Max Grav 10=826(LC 1), 7=758(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-681/78, 4-5=-682/78 BOT CHORD 9-10=-72/596, 7-9=-2/548 WEBS 4-9=0/461, 3-10=-702/36, 5-7=-715/50 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-8-8, Exterior(2R) 6-8-8 to 12-8-8, Interior(1) 12-8-8 to 16-1-12, Exterior(2E) 16-1-12 to 19-1-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T01A Truss Type COMMON Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572853 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:38 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-LsumlKl6oHdkJLooDTGCQ5OEctmUiY7nrZtiEtzy5jR Scale = 1:55.1 1 2 3 4 5 10 9 8 7 6 11 12 13 14 5x6 3x4 3x4 3x4 3x4 4x8 3x4 6x6 3x4 9-8-89-8-8 16-3-86-7-0 -0-11-0 0-11-0 3-10-4 3-10-4 9-8-8 5-10-4 16-3-8 6-7-0 1-3-09-4-13-10-41-0-010.00 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 0.51 0.61 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.42 0.04 (loc) 9-10 9-10 12 l/defl >924 >459 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 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* 2-10,5-11: 2x4 SPF-S Stud, 4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS. (size)10=0-3-8, 12=Mechanical Max Horz 10=163(LC 7) Max Uplift 12=-4(LC 10) Max Grav 10=706(LC 1), 12=626(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-511/77 BOT CHORD 9-10=-127/478, 7-9=0/304 WEBS 4-9=0/408, 3-10=-532/41, 7-11=0/416, 5-11=0/416, 4-7=-448/0, 5-12=-630/17 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-8-8, Exterior(2R) 6-8-8 to 12-10-12, Exterior(2E) 12-10-12 to 15-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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) 12. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T01B Truss Type COMMON Qty 5 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572854 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:38 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-LsumlKl6oHdkJLooDTGCQ5OEctmUiY7nrZtiEtzy5jR Scale = 1:55.1 1 2 3 4 9 8 7 6 5 10 11 12 13 3x4 5x6 3x4 3x4 3x4 3x8 3x4 6x6 3x4 9-8-89-8-8 16-3-86-7-0 3-10-4 3-10-4 9-8-8 5-10-4 16-3-8 6-7-0 1-3-09-4-13-10-41-0-010.00 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 0.51 0.61 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.42 0.04 (loc) 8-9 8-9 11 l/defl >924 >459 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 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* 1-9,4-10: 2x4 SPF-S Stud, 3-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS. (size)9=0-3-8, 11=Mechanical Max Horz 9=152(LC 7) Max Uplift 11=-4(LC 10) Max Grav 9=640(LC 1), 11=628(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-513/77 BOT CHORD 8-9=-126/485, 6-8=0/305 WEBS 3-8=0/410, 2-9=-530/60, 6-10=0/417, 4-10=0/417, 3-6=-450/0, 4-11=-632/17 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-8-8, Exterior(2R) 6-8-8 to 12-10-12, Exterior(2E) 12-10-12 to 15-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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) 11. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T01C Truss Type COMMON Qty 2 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572855 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:39 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-p2R8zgmkZblbxVN_nAnRzJxMDH5WRsTw3DcFnJzy5jQ Scale = 1:55.1 1 2 3 4 8 7 6 5 910 11 3x4 4x6 5x6 3x4 3x4 4x8 3x6 3x4 3x4 9-8-89-8-8 11-3-81-7-0 3-10-6 3-10-6 9-8-8 5-10-2 11-3-8 1-7-0 1-3-09-4-18-0-41-0-010.00 12 Plate Offsets (X,Y)-- [4:0-2-12,0-1-8] 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 0.65 0.69 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.65 -0.05 (loc) 7-8 7-8 10 l/defl >443 >203 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 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* 1-8,4-9: 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)8=0-3-8, 10=Mechanical Max Horz 8=186(LC 10) Max Uplift 10=-92(LC 10) Max Grav 8=440(LC 1), 10=433(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 7-8=-154/307 WEBS 2-7=-299/200, 3-7=0/283, 4-10=-434/133 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-8-8, Exterior(2R) 6-8-8 to 9-8-8, Exterior(2E) 9-8-8 to 10-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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) 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T02 Truss Type COMMON Qty 5 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572856 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:40 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-HE?WA?nMKutSYeyBLuIgVWUVThWsATI4ItMpJmzy5jP Scale = 1:25.3 1 2 3 4 5 8 7 6 9 10 11 12 13 14 15 16 4x6 8x8 8x8 3x8 6-11-86-11-8 13-11-06-11-8 -0-11-0 0-11-0 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 0-9-03-0-130-9-04.00 12 Plate Offsets (X,Y)-- [6:Edge,0-5-12], [8:Edge,0-5-12] 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 0.80 0.36 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.10 0.01 (loc) 7-8 6-7 6 l/defl >999 >999 n/a L/d 240 180 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 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 9-3-8 oc bracing. REACTIONS. (size)8=0-3-0, 6=0-3-0 Max Horz 8=20(LC 14) Max Uplift 8=-128(LC 6), 6=-128(LC 7) Max Grav 8=609(LC 1), 6=609(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-844/772, 3-4=-844/772, 2-8=-548/419, 4-6=-548/419 BOT CHORD 7-8=-367/506, 6-7=-367/506 WEBS 3-7=-295/265, 2-7=-271/339, 4-7=-271/339 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-11-8, Exterior(2R) 3-11-8 to 9-11-8, Interior(1) 9-11-8 to 11-10-0, Exterior(2E) 11-10-0 to 14-10-0 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 3) The Fabrication Tolerance at joint 2 = 0%, joint 4 = 0% 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) 8=128, 6=128. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T03 Truss Type Half Hip Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572857 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:41 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-lRZvOLo?5C?JAoXNubpv2k0oW5vZv_PDXX5MrCzy5jO Scale = 1:19.6 1 2 3 6 7 4 5 3x4 3x4 3x4 2-6-02-6-0 3-11-31-5-3 4-0-00-0-13 -0-11-0 0-11-0 2-6-0 2-6-0 4-0-0 1-6-0 1-3-03-2-43-4-03-2-410.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.27 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.05 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=59(LC 10) Max Uplift 4=-29(LC 7) Max Grav 4=101(LC 1), 6=224(LC 1), 5=73(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 2-6-0, Exterior(2E) 2-6-0 to 3-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T04 Truss Type Half Hip Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572858 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:41 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-lRZvOLo?5C?JAoXNubpv2k0pl5wmv_PDXX5MrCzy5jO Scale = 1:14.6 1 2 3 6 4 5 3x4 3x4 3x4 1-3-141-3-14 4-0-02-8-2 -0-11-0 0-11-0 1-3-14 1-3-14 4-0-0 2-8-2 1-3-02-4-42-0-122-4-410.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.04 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-5-8, 5=Mechanical Max Horz 6=39(LC 9) Max Uplift 4=-29(LC 7) Max Grav 4=101(LC 1), 6=224(LC 1), 5=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T05 Truss Type Half Hip Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572859 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:42 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-Ed7HbhodrW89oy6ZSIL8bxZy_VFdeRfNlBrvNezy5jN Scale = 1:19.7 1 2 3 6 7 4 5 4x6 3x4 3x4 2-6-52-6-5 4-0-01-5-11 -0-11-0 0-11-0 2-6-5 2-6-5 4-0-0 1-5-11 1-3-03-4-43-0-123-4-410.00 12 Plate Offsets (X,Y)-- [3:0-2-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.29 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.05 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-5-8, 5=Mechanical Max Horz 6=64(LC 10) Max Uplift 4=-31(LC 10) Max Grav 4=101(LC 1), 6=224(LC 1), 5=73(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 2-6-5, Exterior(2E) 2-6-5 to 3-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T06 Truss Type Half Hip Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572860 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:43 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-iphfo1pFcpG0P6hm00sN79668ubTNuvW_raTw5zy5jM Scale = 1:22.8 1 2 3 6 7 4 5 3x4 3x4 3x4 2-0-02-0-0 3-11-41-11-4 4-0-00-0-12 -0-11-0 0-11-0 3-3-0 3-3-0 4-0-0 0-9-0 1-3-03-9-123-11-83-9-1210.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.33 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.05 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=77(LC 10) Max Uplift 4=-46(LC 10) Max Grav 4=100(LC 1), 6=224(LC 1), 5=73(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 3-3-0, Exterior(2E) 3-3-0 to 3-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T07 Truss Type HIP Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572861 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:44 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-A?F10NqtN7Ot1GFyajNcgMe87IqY6DXfDVK0SXzy5jL Scale = 1:61.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 3x4 4x8 4x8 6x6 3x4 3x4 3x4 3x6 3x8 2x4 3x8 3x4 3x12 6x6 3x4 6-6-96-6-9 12-10-106-4-1 18-7-35-8-10 24-3-135-8-10 32-11-08-7-3 -0-11-0 0-11-0 6-6-9 6-6-9 12-10-10 6-4-1 18-7-3 5-8-10 24-3-13 5-8-10 32-11-0 8-7-3 1-0-08-4-48-6-33-6-08-4-47.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-11], [7:0-4-0,0-1-11], [9:Edge,0-1-8], [15:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.57 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.29 0.04 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 140 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8,1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-9,2-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-6 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 6-10 REACTIONS. (size)16=0-3-8, 9=0-3-8 Max Horz 16=183(LC 7) Max Grav 16=1370(LC 1), 9=1304(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1883/0, 3-5=-1565/51, 5-6=-1265/72, 6-7=-1036/84, 7-8=-1321/53, 8-9=-1225/27, 2-16=-1304/27 BOT CHORD 15-16=-157/377, 14-15=-19/1544, 11-14=-9/1320, 10-11=-9/1320 WEBS 3-14=-382/112, 5-14=0/445, 6-10=-567/80, 7-10=0/319, 8-10=0/1036, 2-15=0/1261 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 8-7-11, Exterior(2R) 8-7-11 to 17-1-8, Interior(1) 17-1-8 to 20-0-15, Exterior(2R) 20-0-15 to 28-6-12, Interior(1) 28-6-12 to 29-9-4, Exterior(2E) 29-9-4 to 32-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T08 Truss Type Hip Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572862 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:45 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-eCpPDjrV8RWkfQq87RurCaBQRiAorgvpS93a_zzy5jK Scale = 1:70.8 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 26 3x4 5x12 4x8 4x6 3x4 2x4 3x4 5x8 2x4 2x4 3x4 5x6 4x8 5x8 3x4 3x4 3x6 3x8 3x4 3x6 3x4 4x6 1-3-0 1-3-0 2-3-8 1-0-8 7-4-8 5-1-0 12-5-8 5-1-0 15-8-14 3-3-6 21-5-9 5-8-10 27-1-0 5-7-8 32-11-0 5-10-0 -0-11-0 0-11-0 1-3-0 1-3-0 2-3-8 1-0-8 7-4-8 5-1-0 12-5-8 5-1-0 15-8-14 3-3-6 21-5-9 5-8-10 27-1-0 5-7-8 32-11-0 5-10-0 1-0-010-0-410-2-33-6-00-8-010-0-47.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [8:0-6-0,0-0-9], [9:0-4-0,0-1-11], [13:0-2-8,0-1-8], [16:0-2-8,0-1-8], [18:0-3-8,0-2-8], [20:0-5-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.57 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.19 0.10 (loc) 18 18-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 164 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* 8-14: 2x4 SPF No.2, 11-12,2-23: 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 (5-0-15 max.): 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-17, 8-16, 8-14, 10-14 REACTIONS. (size)23=0-3-8, 12=0-3-8 Max Horz 23=213(LC 7) Max Uplift 23=-7(LC 10) Max Grav 23=1368(LC 1), 12=1303(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1118/0, 3-4=-2332/77, 4-5=-2084/20, 5-7=-1680/46, 7-8=-1625/121, 8-9=-995/93, 9-10=-1241/78, 10-11=-1192/33, 11-12=-1250/0, 2-23=-1310/15 BOT CHORD 19-20=-169/2103, 18-19=-34/1740, 14-16=0/1094, 13-14=0/966 WEBS 3-22=-1281/60, 20-22=-105/1108, 3-20=-98/1435, 4-19=-435/138, 5-19=0/284, 5-18=-492/87, 16-18=0/1094, 8-18=-127/844, 8-14=-292/64, 9-14=0/319, 10-13=-424/47, 11-13=0/1084, 2-22=0/970 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-2-4, Interior(1) 2-2-4 to 11-6-0, Exterior(2R) 11-6-0 to 25-8-7, Interior(1) 25-8-7 to 29-9-4, Exterior(2E) 29-9-4 to 32-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T08A Truss Type Roof Special Qty 4 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572863 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:46 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-6ONoR3s7vkebGaPLh8P4lnkZ16W?a7Yygpp7XPzy5jJ Scale = 1:76.8 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 3x4 5x8 3x4 3x4 2x4 3x4 4x8 2x4 2x4 3x4 5x6 4x8 5x8 3x4 3x4 3x12 3x4 3x6 3x4 4x6 4x6 1-3-01-3-02-3-81-0-8 7-4-85-1-0 12-5-85-1-0 18-7-36-1-11 25-7-147-0-10 32-11-07-3-2 -0-11-0 0-11-0 1-3-0 1-3-0 2-3-8 1-0-8 7-4-8 5-1-0 12-5-8 5-1-0 18-7-3 6-1-11 25-7-14 7-0-10 32-11-0 7-3-2 1-0-011-10-33-6-00-8-07.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [11:0-3-0,0-1-8], [13:0-2-8,0-1-8], [17:0-3-8,0-2-0], [19:0-5-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.57 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.20 0.10 (loc) 17 14-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 161 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* 8-17,8-14: 2x4 SPF No.2, 11-12,2-22: 2x4 SPF-S Stud 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. WEBS 1 Row at midpt 7-16, 10-14 REACTIONS. (size)22=0-3-8, 12=0-3-8 Max Horz 22=244(LC 7) Max Uplift 22=-16(LC 10) Max Grav 22=1368(LC 1), 12=1303(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1117/8, 3-4=-2335/111, 4-5=-2081/41, 5-7=-1683/68, 7-8=-1706/185, 8-10=-1188/113, 10-11=-1285/53, 11-12=-1238/19, 2-22=-1310/25 BOT CHORD 21-22=-217/259, 18-19=-222/2171, 17-18=-72/1735, 13-14=0/1031 WEBS 7-17=-365/157, 3-21=-1278/85, 19-21=-139/1165, 3-19=-129/1447, 4-18=-461/154, 5-18=0/286, 5-17=-470/79, 14-17=0/896, 8-17=-172/968, 8-14=-18/293, 10-13=-307/72, 11-13=0/1090, 2-21=0/968 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-2-4, Interior(1) 2-2-4 to 15-7-3, Exterior(2R) 15-7-3 to 21-7-3, Interior(1) 21-7-3 to 29-9-4, Exterior(2E) 29-9-4 to 32-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 22. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T09 Truss Type Roof Special Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572864 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:48 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-2nUYsltORMuJWtZjpZRYqCpyjvCB20FF86IEbIzy5jH Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 3x4 6x8 6x8 3x4 3x6 3x4 2x4 3x4 4x8 2x4 2x4 2x4 2x4 6x8 5x6 4x8 4x10 3x4 3x4 5x8 2x4 4x6 1-3-01-3-02-3-81-0-8 7-4-85-1-0 12-5-85-1-0 18-7-36-1-11 22-11-84-4-5 24-8-131-9-5 29-9-85-0-11 -0-11-0 0-11-0 1-3-0 1-3-0 2-3-8 1-0-8 7-4-8 5-1-0 12-5-8 5-1-0 18-7-3 6-1-11 22-11-8 4-4-5 24-8-13 1-9-5 29-9-8 5-0-11 1-0-08-1-511-10-33-6-34-7-28-1-57.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [10:0-3-6,Edge], [11:Edge,0-2-8], [14:0-2-0,0-3-0], [18:0-3-8,0-2-0], [20:0-5-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.52 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.21 0.13 (loc) 18 16-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 160 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* 8-18,8-16: 2x4 SPF No.2, 2-23: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 10-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-17, 9-15, 8-16, 10-12 REACTIONS. (size)12=Mechanical, 23=0-3-8 Max Horz 23=232(LC 7) Max Uplift 23=-13(LC 10) Max Grav 12=1178(LC 1), 23=1245(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1007/5, 3-4=-2101/154, 4-5=-1842/47, 5-7=-1441/69, 7-8=-1468/187, 8-9=-1675/115, 9-10=-1680/58, 2-23=-1192/23 BOT CHORD 19-20=-334/1949, 18-19=-151/1528, 13-14=0/1493, 12-13=0/1491 WEBS 7-18=-365/157, 3-22=-1146/136, 20-22=-225/1037, 3-20=-178/1311, 4-19=-449/188, 5-19=0/289, 5-18=-469/85, 16-18=-1/697, 8-18=-184/948, 8-16=-698/77, 14-16=0/1045, 8-14=-54/1270, 10-12=-1766/5, 2-22=0/870 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-2-4, Interior(1) 2-2-4 to 15-7-3, Exterior(2R) 15-7-3 to 21-7-3, Interior(1) 21-7-3 to 26-8-4, Exterior(2E) 26-8-4 to 29-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 23. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T10 Truss Type ROOF SPECIAL Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572865 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:49 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-Wz2w34u0Cf0A718vMGznNQM?MJSMnNEPNm1n7kzy5jG Scale = 1:79.4 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 3x6 5x12 5x6 5x12 3x4 3x8 MT18HS 6x8 3x6 3x4 5x6 4x6 4x6 3x8 4x10 4x8 3x4 8x8 8-1-08-1-0 15-11-87-10-8 19-8-133-9-5 24-0-114-3-15 31-2-77-1-11 35-11-04-8-9 -0-11-0 0-11-0 8-1-0 8-1-0 15-11-8 7-10-8 19-8-13 3-9-5 24-0-11 4-3-15 31-2-7 7-1-11 35-11-0 4-8-9 1-0-012-4-38-2-312-6-23-7-14-7-27-9-17.00 12 3.56 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-6-0,0-0-9], [8:0-6-0,0-1-13], [10:Edge,0-1-8], [11:0-2-8,0-2-0], [14:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.91 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.56 0.23 (loc) 15-17 15-17 10 l/defl >999 >761 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 149 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8,1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-18: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-2-0 max.): 6-7, 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-17. WEBS 1 Row at midpt 5-14, 6-12 REACTIONS. (size)10=Mechanical, 18=0-5-8 Max Horz 18=244(LC 7) Max Uplift 18=-9(LC 10) Max Grav 10=1426(LC 1), 18=1491(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3509/132, 3-5=-2868/97, 5-6=-2022/108, 6-7=-1516/103, 7-8=-1870/80, 8-9=-1787/40, 9-10=-1383/20, 2-18=-1552/132 BOT CHORD 17-18=-300/644, 15-17=-263/3072, 14-15=-70/2349, 12-14=0/1674, 11-12=0/1750 WEBS 3-15=-604/167, 5-15=-22/1042, 5-14=-1208/162, 6-14=-97/1069, 6-12=-423/77, 7-12=0/542, 8-12=-301/60, 8-11=-1122/79, 9-11=-4/2160, 2-17=0/2489 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 16-8-13, Exterior(2R) 16-8-13 to 27-0-11, Interior(1) 27-0-11 to 32-9-12, Exterior(2E) 32-9-12 to 35-9-12 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) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T11 Truss Type Roof Special Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572866 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:50 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-?9cIGQvezz81lBj6w_U0vduIHjufWt2YbQnLgBzy5jF Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 3x4 6x8 4x6 3x4 3x6 3x4 2x4 3x4 4x8 2x4 2x4 2x4 3x6 6x8 5x6 4x8 4x10 3x4 3x4 5x8 8x10 2x4 4x6 1-3-01-3-02-3-81-0-8 7-4-85-1-0 12-5-85-1-0 18-7-36-1-11 22-11-84-4-5 26-3-63-3-14 29-9-83-6-2 -0-11-0 0-11-0 1-3-0 1-3-0 2-3-8 1-0-8 7-4-8 5-1-0 12-5-8 5-1-0 18-7-3 6-1-11 22-11-8 4-4-5 26-3-6 3-3-14 29-9-8 3-6-2 1-0-07-1-911-10-32-6-74-7-27-1-97.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [10:0-3-0,Edge], [12:Edge,0-2-8], [15:0-2-0,0-3-0], [19:0-3-8,0-2-0], [21:0-5-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.52 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.21 0.13 (loc) 19 17-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-11: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-19,8-17: 2x4 SPF No.2, 2-24: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 11-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-18, 9-16, 8-17 REACTIONS. (size)13=Mechanical, 24=0-3-8 Max Horz 24=225(LC 7) Max Uplift 24=-14(LC 10) Max Grav 13=1178(LC 1), 24=1245(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1007/6, 3-4=-2101/154, 4-5=-1842/48, 5-7=-1441/70, 7-8=-1468/188, 8-9=-1655/115, 9-11=-1713/55, 2-24=-1192/23 BOT CHORD 20-21=-331/1950, 19-20=-149/1528, 14-15=0/1572, 13-14=0/1569 WEBS 7-19=-364/157, 3-23=-1146/135, 21-23=-223/1038, 3-21=-177/1310, 4-20=-449/187, 5-20=0/289, 5-19=-469/85, 17-19=0/697, 8-19=-183/947, 8-17=-698/75, 15-17=0/1045, 8-15=-44/1259, 11-13=-1853/0, 2-23=0/870 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-2-4, Interior(1) 2-2-4 to 15-7-3, Exterior(2R) 15-7-3 to 21-7-3, Interior(1) 21-7-3 to 26-8-4, Exterior(2E) 26-8-4 to 29-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 24. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T11A Truss Type ROOF SPECIAL Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572867 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:52 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-xYk3h6wuVaOl?VtU2PWU?2_aBXVM_nJr3kGRk3zy5jD Scale = 1:94.9 12 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 1223 24 25 26 27 28 4x6 5x8 5x6 6x6 5x6 5x10 MT18HS 8x10 3x8 MT18HS 4x6 6x6 2x4 8x10 8x8 3x8 4x8 5x6 3x6 10x16 MT18HS 2x4 2x4 11-7-08-1-0 8-1-0 15-11-8 7-10-8 21-10-12 5-11-4 26-11-0 5-0-4 32-5-0 5-6-0 37-11-0 5-6-0 41-11-0 4-0-0 46-8-0 4-9-0 -0-11-0 0-11-0 8-1-0 8-1-0 15-11-8 7-10-8 21-10-12 5-11-4 26-11-0 5-0-4 32-5-0 5-6-0 37-11-0 5-6-0 41-11-0 4-0-0 46-8-0 4-9-0 1-0-010-8-38-6-213-9-41-6-84-7-26-1-17.00 12 6.00 12 3.56 12 Plate Offsets (X,Y)-- [11:0-2-12,0-2-0], [12:Edge,0-1-8], [13:0-2-8,0-2-8], [22:0-4-12,0-7-0] 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 0.69 0.83 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.81 0.39 (loc) 17 19-21 12 l/defl >999 >685 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 230 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 19-20,20-22: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-19,2-21: 2x4 SPF No.2, 11-12: 2x4 SPF-S Stud, 2-22: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-6-3 max.): 7-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-17, 8-14 REACTIONS. (size)12=Mechanical, 22=0-5-8 Max Horz 22=226(LC 7) Max Uplift 12=-19(LC 11) Max Grav 12=1851(LC 1), 22=1921(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4825/109, 3-5=-4331/98, 5-6=-4308/200, 6-7=-4260/196, 7-8=-3591/119, 8-9=-2269/120, 9-10=-2635/111, 10-11=-2498/73, 11-12=-1795/59, 2-22=-2076/122 BOT CHORD 21-22=-300/960, 19-21=-255/4231, 18-19=0/2459, 17-18=0/2459, 15-17=0/3172, 14-15=0/3172, 13-14=-4/2186 WEBS 3-19=-508/168, 5-19=-446/186, 6-19=-231/2132, 6-17=-115/2325, 7-17=-2378/142, 8-17=-50/617, 8-14=-1327/2, 9-14=0/1022, 10-13=-487/57, 11-13=-10/2126, 2-21=0/3310 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 18-10-12, Exterior(2R) 18-10-12 to 24-10-12, Interior(1) 24-10-12 to 34-11-0, Exterior(2R) 34-11-0 to 40-11-0, Interior(1) 40-11-0 to 43-6-4, Exterior(2E) 43-6-4 to 46-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T11B Truss Type ROOF SPECIAL Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572868 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:53 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-PkIRvSxWGuWcceRhb61jXGWmjwsxjCh_HO??GVzy5jC Scale = 1:94.9 12 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 1223 24 25 26 27 4x6 6x16 6x6 6x6 5x6 5x10 MT18HS 8x10 3x8 MT18HS 4x6 6x6 2x4 6x8 5x12 8x8 3x4 2x4 10x16 MT18HS 2x4 3x8 4x6 11-7-08-1-0 8-1-0 15-11-8 7-10-8 21-10-12 5-11-4 24-0-11 2-1-15 29-6-11 5-6-0 35-0-11 5-6-0 41-11-0 6-10-5 46-8-0 4-9-0 -0-11-0 0-11-0 8-1-0 8-1-0 15-11-8 7-10-8 21-10-12 5-11-4 24-0-11 2-1-15 29-6-11 5-6-0 35-0-11 5-6-0 41-11-0 6-10-5 46-8-0 4-9-0 1-0-012-4-38-6-213-9-41-6-84-7-27-9-17.00 12 6.00 12 3.56 12 Plate Offsets (X,Y)-- [7:0-3-0,Edge], [9:0-6-0,0-4-4], [11:Edge,0-2-4], [12:Edge,0-1-8], [14:0-2-8,0-2-0], [22:0-4-12,0-7-0] 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 0.58 0.74 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.76 0.36 (loc) 19-21 19-21 12 l/defl >999 >732 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 239 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 19-20,20-22: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 11-12: 2x4 SPF-S Stud, 6-19,2-21: 2x4 SPF No.2, 2-22: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-10 max.): 7-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-17, 9-13, 8-14 REACTIONS. (size)12=Mechanical, 22=0-5-8 Max Horz 22=226(LC 7) Max Uplift 12=-19(LC 11) Max Grav 12=1851(LC 1), 22=1921(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4826/109, 3-5=-4330/83, 5-6=-4303/199, 6-7=-3279/162, 7-8=-2860/124, 8-9=-2146/130, 9-10=-2669/160, 10-11=-2526/55, 11-12=-1805/43, 2-22=-2075/122 BOT CHORD 21-22=-300/959, 19-21=-255/4232, 18-19=0/2463, 17-18=0/2463, 16-17=0/2697, 14-16=0/2697, 13-14=0/2158 WEBS 3-19=-510/168, 5-19=-436/186, 7-17=-1782/106, 10-13=-528/160, 11-13=0/2177, 6-19=-229/2123, 6-17=-100/1627, 2-21=0/3311, 8-17=-76/383, 8-14=-918/32, 9-14=0/869 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 18-10-12, Exterior(2R) 18-10-12 to 21-10-12, Exterior(2E) 21-10-12 to 24-0-11, Interior(1) 24-0-11 to 32-0-11, Exterior(2R) 32-0-11 to 38-0-11, Interior(1) 38-0-11 to 43-6-4, Exterior(2E) 43-6-4 to 46-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T11C Truss Type PIGGYBACK BASE Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572869 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:55 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-L7PBK8znoVmJsyb3jX3Bchb3BkUyB8EHliU5LOzy5jA Scale = 1:88.1 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 4x6 8x14 MT18HS 4x6 6x8 6x6 5x6 5x10 MT18HS 8x10 3x6 4x6 6x6 4x8 5x6 2x4 4x8 3x6 5x6 3x6 10x16 MT18HS 8-1-08-1-0 15-11-87-10-8 18-10-52-10-13 27-4-128-6-7 35-11-38-6-7 41-11-05-11-13 46-8-04-9-0 -0-11-0 0-11-0 8-1-0 8-1-0 15-11-8 7-10-8 18-10-5 2-10-13 27-4-12 8-6-7 35-11-3 8-6-7 41-11-0 5-11-13 46-8-0 4-9-0 1-0-08-6-212-0-01-6-84-7-27-4-147.00 12 6.00 12 3.56 12 Plate Offsets (X,Y)-- [6:0-2-4,0-6-0], [8:0-3-0,Edge], [9:0-4-4,0-3-0], [11:0-2-12,0-2-0], [12:Edge,0-1-8], [13:0-2-8,0-2-8], [14:0-2-8,0-1-8], [17:0-2-8,0-2-8], [21:0-4-12,0-7-0] 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 0.77 0.96 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.70 0.35 (loc) 18-20 18-20 12 l/defl >999 >790 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 220 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 15-18,12-15: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16,9-16,2-20: 2x4 SPF No.2, 11-12: 2x4 SPF-S Stud 2-21: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-15 max.): 6-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 17-18. WEBS 1 Row at midpt 5-17, 6-16 REACTIONS. (size)12=Mechanical, 21=0-5-8 Max Horz 21=205(LC 10) Max Grav 12=1851(LC 1), 21=1921(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4818/73, 3-5=-4352/118, 5-6=-3476/149, 6-7=-2991/134, 7-9=-2997/135, 9-10=-2619/113, 10-11=-2512/67, 11-12=-1799/54, 2-21=-2073/116 BOT CHORD 20-21=-272/911, 18-20=-178/4226, 17-18=-5/3634, 16-17=0/2958, 14-16=0/2192, 13-14=0/2203 WEBS 3-18=-475/177, 5-18=-15/1313, 5-17=-1459/153, 6-17=-59/1410, 6-16=-204/281, 7-16=-515/158, 9-16=-85/1120, 9-14=0/311, 10-13=-474/66, 11-13=-6/2152, 2-20=0/3301 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 15-10-5, Exterior(2R) 15-10-5 to 21-10-5, Interior(1) 21-10-5 to 32-11-3, Exterior(2R) 32-11-3 to 38-11-3, Interior(1) 38-11-3 to 43-6-4, Exterior(2E) 43-6-4 to 46-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T12 Truss Type Piggyback Base Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572870 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:56 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-pJzaXUzPYpuAT6AGHFbQ9u8FV8rOwaoQ_MEftqzy5j9 Scale = 1:85.6 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 3x6 8x10 4x6 6x8 6x6 5x6 3x16 MT18HS 8x8 3x6 3x6 6x6 4x8 5x6 2x4 4x8 3x6 5x6 3x6 12x12 8-1-08-1-0 15-11-87-10-8 18-10-52-10-13 27-4-128-6-7 35-11-38-6-7 41-11-05-11-13 46-8-04-9-0 -0-11-0 0-11-0 8-1-0 8-1-0 15-11-8 7-10-8 18-10-5 2-10-13 27-4-12 8-6-7 35-11-3 8-6-7 41-11-0 5-11-13 46-8-0 4-9-0 1-0-08-6-212-0-01-6-84-7-27-4-147.00 12 6.00 12 3.56 12 Plate Offsets (X,Y)-- [9:0-4-4,0-3-0], [11:0-2-12,0-2-0], [12:Edge,0-1-8], [13:0-2-8,0-2-8], [14:0-2-8,0-1-8], [17:0-2-8,0-2-8], [21:0-5-1,0-9-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.95 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.72 0.36 (loc) 18-20 18-20 12 l/defl >999 >768 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 215 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-6,1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 15-18,12-15: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16,9-16,2-20: 2x4 SPF No.2, 11-12: 2x4 SPF-S Stud 2-21: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-0 max.): 6-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 17-18. WEBS 1 Row at midpt 5-17 REACTIONS. (size)12=Mechanical, 21=0-5-8 Max Horz 21=201(LC 10) Max Grav 12=1851(LC 1), 21=1921(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4700/72, 3-5=-4289/118, 5-6=-3432/148, 6-7=-3034/136, 7-9=-3034/135, 9-10=-2619/113, 10-11=-2512/68, 11-12=-1799/54, 2-21=-1994/120 BOT CHORD 20-21=-298/681, 18-20=-173/4137, 17-18=-3/3574, 16-17=0/2941, 14-16=0/2192, 13-14=0/2203 WEBS 3-18=-450/173, 5-18=-15/1290, 5-17=-1392/159, 6-17=-65/1357, 6-16=-206/350, 7-16=-597/165, 9-16=-91/1174, 9-14=0/307, 10-13=-473/66, 11-13=-7/2152, 2-20=0/3478 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 15-10-5, Exterior(2R) 15-10-5 to 21-10-5, Interior(1) 21-10-5 to 32-11-3, Exterior(2R) 32-11-3 to 38-11-3, Interior(1) 38-11-3 to 43-6-4, Exterior(2E) 43-6-4 to 46-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572871 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:57 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-IWXykp_1J7015GlSqy6fh6hOAY9xf?TaC0zCPHzy5j8 Scale = 1:92.6 12 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 263x6 5x10 MT18HS 3x8 5x10 MT18HS 5x6 10x16 MT18HS 5x10 MT18HS 8x10 3x8 MT18HS 3x6 5x12 3x6 5x6 5x8 2x4 3x8 4x8 5x6 5x10 MT18HS 4x6 8-1-08-1-0 15-11-87-10-8 18-10-52-10-13 27-4-128-6-7 35-11-38-6-7 41-11-05-11-13 47-11-06-0-0 -0-11-0 0-11-0 5-5-8 5-5-8 10-8-8 5-3-0 15-11-8 5-3-0 18-10-5 2-10-13 27-4-12 8-6-7 35-11-3 8-6-7 41-11-0 5-11-13 47-11-0 6-0-0 1-0-08-6-212-0-00-11-04-7-27-4-147.00 12 6.00 12 3.56 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [7:0-7-0,0-1-12], [10:0-7-0,0-1-12], [12:Edge,0-7-13], [14:0-2-8,0-2-8], [22:0-2-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.99 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.39 -0.84 0.46 (loc) 19 19-21 13 l/defl >999 >684 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 199 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9,9-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 19-20,20-22: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-18,8-15,3-22: 2x4 SPF No.2, 2-22,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-3-5 max.): 7-10. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-18, 8-18, 8-15, 3-22 REACTIONS. (size)22=0-5-8, 13=0-3-8 Max Horz 22=201(LC 10) Max Grav 22=1969(LC 1), 13=1904(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-523/79, 3-5=-4701/81, 5-6=-4414/123, 6-7=-3573/144, 7-8=-3080/142, 8-10=-2432/134, 10-11=-2884/116, 11-12=-3138/70, 2-22=-469/98, 12-13=-1833/60 BOT CHORD 21-22=-228/3915, 19-21=-110/4230, 18-19=0/3706, 17-18=0/3199, 15-17=0/3199, 14-15=0/2738, 13-14=-21/352 WEBS 3-21=0/351, 5-19=-388/144, 6-19=-39/1413, 6-18=-1382/132, 7-18=0/1456, 8-18=-387/201, 8-17=0/354, 8-15=-1107/96, 10-15=0/998, 11-15=-384/94, 3-22=-4206/18, 12-14=0/2397 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 15-10-5, Exterior(2R) 15-10-5 to 21-10-5, Interior(1) 21-10-5 to 32-11-3, Exterior(2R) 32-11-3 to 38-11-3, Interior(1) 38-11-3 to 44-9-4, Exterior(2E) 44-9-4 to 47-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T13A Truss Type PIGGYBACK BASE Qty 2 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572872 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:49:59 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-Eufi9V0HrkHlKZvryN87nXmiQLrQ7v_tgKSJU9zy5j6 Scale = 1:94.7 12 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 1424 25 26 273x6 5x10 MT18HS 3x8 5x10 MT18HS 5x6 5x10 MT18HS 8x10 3x8 MT18HS 3x6 5x12 3x6 5x6 5x8 2x4 3x8 3x8 4x8 5x10 MT18HS 4x6 10x16 MT18HS 8-1-08-1-0 15-11-87-10-8 18-10-52-10-13 27-4-128-6-7 35-11-38-6-7 41-11-05-11-13 47-11-06-0-0 -0-11-0 0-11-0 5-5-8 5-5-8 10-8-8 5-3-0 15-11-8 5-3-0 18-10-5 2-10-13 27-4-12 8-6-7 35-11-3 8-6-7 41-11-0 5-11-13 47-11-0 6-0-0 48-10-0 0-11-0 1-0-08-6-212-0-00-11-04-7-27-4-147.00 12 6.00 12 3.56 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [7:0-7-0,0-1-12], [10:0-7-0,0-1-12], [14:Edge,0-7-13], [15:0-2-8,0-2-0], [23:0-2-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.99 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.39 -0.83 0.46 (loc) 20 20-22 14 l/defl >999 >685 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 201 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9,9-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 20-21,21-23: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-19,8-16,3-23: 2x4 SPF No.2, 2-23,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-3-7 max.): 7-10. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-19, 8-19, 8-16, 3-23 REACTIONS. (size)23=0-5-8, 14=0-3-8 Max Horz 23=-196(LC 8) Max Grav 23=1969(LC 1), 14=1969(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-522/78, 3-5=-4699/67, 5-6=-4411/107, 6-7=-3570/132, 7-8=-3078/132, 8-10=-2428/128, 10-11=-2879/109, 11-12=-3133/61, 2-23=-469/98, 12-14=-1897/88 BOT CHORD 22-23=-219/3914, 20-22=-100/4228, 19-20=0/3704, 18-19=0/3196, 16-18=0/3196, 15-16=0/2727, 14-15=-36/441 WEBS 3-22=0/351, 5-20=-388/144, 6-20=-36/1412, 6-19=-1382/129, 7-19=0/1455, 8-19=-386/202, 8-18=0/354, 8-16=-1107/95, 10-16=0/994, 11-16=-374/93, 3-23=-4204/6, 12-15=0/2296 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 15-10-5, Exterior(2R) 15-10-5 to 21-10-5, Interior(1) 21-10-5 to 32-11-3, Exterior(2R) 32-11-3 to 38-11-3, Interior(1) 38-11-3 to 45-10-0, Exterior(2E) 45-10-0 to 48-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T14 Truss Type Hip Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572873 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:00 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-i4D4Nr0vc2PcyjU1W4fMJkJtDlGVsS50u_Cs0bzy5j5 Scale = 1:72.9 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 3x6 6x6 5x6 3x6 3x4 3x6 3x4 3x6 3x4 3x8 3x4 3x6 5x6 10x10 3x6 7-6-57-6-5 14-10-17-3-13 20-3-75-5-6 28-6-158-3-9 37-1-08-6-1 7-6-5 7-6-5 14-10-1 7-3-13 20-3-7 5-5-6 28-6-15 8-3-9 37-1-0 8-6-1 38-0-0 0-11-0 2-1-1110-7-1010-9-91-0-010-7-107.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [10:Edge,0-8-0], [11:0-2-8,0-1-8], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.68 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.26 0.06 (loc) 10-11 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 167 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* 4-15,4-13,5-13,8-10: 2x4 SPF No.2, 1-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-10-6 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-15, 4-13, 7-13 REACTIONS. (size)17=0-3-8, 10=0-3-8 Max Horz 17=-211(LC 6) Max Uplift 10=-2(LC 11) Max Grav 17=1471(LC 1), 10=1536(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1791/0, 2-4=-1585/56, 4-5=-1309/75, 5-7=-1655/48, 7-8=-2168/0, 1-17=-1402/15, 8-10=-1456/46 BOT CHORD 15-16=0/1463, 13-15=0/1262, 11-13=0/1767, 10-11=-84/492 WEBS 2-15=-321/128, 4-15=-13/362, 5-13=0/437, 7-13=-579/137, 7-11=0/264, 1-16=0/1417, 8-11=0/1280 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-7-3, Exterior(2R) 10-7-3 to 24-6-5, Interior(1) 24-6-5 to 35-0-0, Exterior(2E) 35-0-0 to 38-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T15 Truss Type Hip Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572874 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:01 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-AHnSaB1YNLXTat3D3oAbsyr4_9e?bwdA7exQY2zy5j4 Scale = 1:66.3 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 4x6 5x6 5x6 3x6 3x4 3x6 3x4 3x6 3x8 3x8 2x4 3x8 3x4 3x6 3x4 6x8 3x6 6-1-26-1-2 11-11-135-10-10 17-6-125-6-15 23-1-115-6-15 30-0-26-10-6 37-1-07-0-14 6-1-2 6-1-2 11-11-13 5-10-10 17-6-12 5-6-15 23-1-11 5-6-15 30-0-2 6-10-6 37-1-0 7-0-14 38-0-0 0-11-0 2-1-118-11-109-1-91-0-08-11-107.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [8:0-3-8,Edge], [10:Edge,0-1-8], [11:0-2-8,0-1-8], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.54 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.20 0.07 (loc) 14 11-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 167 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* 4-16,4-12: 2x4 SPF No.2, 1-18,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-1 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 4-12, 6-12 REACTIONS. (size)18=0-3-8, 10=0-3-8 Max Horz 18=-181(LC 6) Max Grav 18=1471(LC 1), 10=1536(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1712/1, 2-3=-1672/54, 3-4=-1364/72, 4-5=-1468/66, 5-6=-1810/42, 6-8=-2165/0, 1-18=-1413/0, 8-10=-1466/24 BOT CHORD 16-17=0/1411, 14-16=0/1579, 12-14=0/1579, 11-12=0/1781, 10-11=-48/349 WEBS 2-17=-316/55, 3-16=0/495, 4-16=-493/83, 4-12=-338/110, 5-12=0/532, 6-12=-420/118, 1-17=0/1416, 8-11=0/1441 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-8-14, Exterior(2R) 7-8-14 to 16-2-11, Interior(1) 16-2-11 to 18-10-13, Exterior(2R) 18-10-13 to 27-4-10, Interior(1) 27-4-10 to 35-0-0, Exterior(2E) 35-0-0 to 38-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T16 Truss Type HIP Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572875 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:02 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-eTKroX2A8ffKB1ePdVhqO9OI?ZxzKMVJMIhz5Uzy5j3 Scale = 1:66.7 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 4x6 5x6 3x12 3x4 3x6 3x4 3x6 3x8 3x8 2x4 3x8 3x4 3x8 10x10 5x6 3x6 4-8-04-8-0 9-1-84-5-8 17-6-128-5-4 26-0-08-5-4 31-5-45-5-4 37-1-05-7-12 4-8-0 4-8-0 9-1-8 4-5-8 17-6-12 8-5-4 26-0-0 8-5-4 31-5-4 5-5-4 37-1-0 5-7-12 38-0-0 0-11-0 2-1-117-3-107-5-91-0-07-3-107.00 12 Plate Offsets (X,Y)-- [10:Edge,0-8-0], [11:0-2-8,0-1-8], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.75 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.32 0.08 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-16,4-12: 2x4 SPF No.2, 1-18,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-1 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 4-12 REACTIONS. (size)18=0-3-8, 10=0-3-8 Max Horz 18=-151(LC 6) Max Grav 18=1471(LC 1), 10=1536(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1573/1, 2-3=-1717/24, 3-4=-1434/42, 4-6=-1622/29, 6-7=-1956/0, 7-8=-2123/0, 1-18=-1420/0, 8-10=-1472/1 BOT CHORD 16-17=-29/1304, 14-16=0/2009, 12-14=0/2009, 11-12=0/1759, 10-11=-21/261 WEBS 2-17=-469/21, 2-16=-75/290, 3-16=0/508, 4-16=-818/87, 4-14=0/363, 4-12=-605/109, 6-12=0/581, 1-17=0/1369, 8-11=0/1513 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-8-0, Exterior(2R) 4-8-0 to 13-4-7, Interior(1) 13-4-7 to 21-9-1, Exterior(2R) 21-9-1 to 30-2-15, Interior(1) 30-2-15 to 35-0-0, Exterior(2E) 35-0-0 to 38-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T17 Truss Type Hip Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572876 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:03 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-6fuD?t3ovznBpBCcBDD3xNxP7yGP3pZSbyQXdwzy5j2 Scale = 1:67.1 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 5x6 5x6 3x6 3x4 3x6 4x8 3x8 2x4 3x4 3x4 3x8 3x4 3x8 3x4 5x6 5x6 3x6 6-3-36-3-3 13-10-07-6-12 21-3-87-5-8 28-10-57-6-12 32-10-64-0-2 37-1-04-2-10 6-3-3 6-3-3 13-10-0 7-6-12 21-3-8 7-5-8 28-10-5 7-6-12 32-10-6 4-0-2 37-1-0 4-2-10 38-0-0 0-11-0 2-1-115-7-105-9-91-0-05-7-107.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [8:0-2-12,0-2-0], [10:Edge,0-1-8], [11:0-2-8,0-1-8] 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 0.84 0.73 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.34 0.10 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-17,5-12: 2x4 SPF No.2, 1-18,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-15 max.): 2-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-17, 5-12 REACTIONS. (size)18=0-3-8, 10=0-3-8 Max Horz 18=-121(LC 6) Max Grav 18=1471(LC 1), 10=1536(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1724/23, 2-3=-1415/35, 3-5=-2546/60, 5-6=-1736/35, 6-7=-2056/28, 7-8=-2031/0, 1-18=-1418/1, 8-10=-1479/0 BOT CHORD 16-17=-66/2437, 14-16=-66/2437, 12-14=-33/2546, 11-12=0/1693 WEBS 2-17=0/494, 3-17=-1293/98, 3-16=0/302, 5-12=-1052/102, 6-12=0/662, 1-17=-1/1418, 8-11=0/1538 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 10-6-2, Interior(1) 10-6-2 to 24-7-6, Exterior(2R) 24-7-6 to 32-10-6, Interior(1) 32-10-6 to 35-0-0, Exterior(2E) 35-0-0 to 38-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss T18 Truss Type ROOF SPECIAL Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572877 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:04 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-asSbCD3QgGv2RLnolwkIUaTZcMYooBgcpcA49Nzy5j1 Scale = 1:77.5 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 3x6 6x8 5x8 5x6 5x12 3x4 3x6 3x8 MT18HS 8x10 3x6 3x4 5x6 2x4 6x6 3x8 2x4 3x4 8x8 2x4 8-1-08-1-0 15-11-87-10-8 18-7-32-7-11 20-3-151-8-11 26-11-06-7-1 34-0-117-1-11 35-11-01-10-5 -0-11-0 0-11-0 8-1-0 8-1-0 15-11-8 7-10-8 18-7-3 2-7-11 20-3-15 1-8-11 26-11-0 6-7-1 34-0-11 7-1-11 35-11-0 1-10-5 1-0-010-8-36-6-311-10-31-11-14-7-26-1-17.00 12 3.56 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [7:0-4-0,0-1-13], [9:0-6-0,0-1-13], [10:Edge,0-2-8], [15:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.98 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.60 0.24 (loc) 17-19 17-19 11 l/defl >999 >713 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 152 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9,1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-20: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-2-2 max.): 7-8, 9-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 17-19. WEBS 1 Row at midpt 3-17, 7-15, 7-13 REACTIONS. (size)11=Mechanical, 20=0-5-8 Max Horz 20=220(LC 7) Max Uplift 11=-8(LC 11), 20=-5(LC 10) Max Grav 11=1426(LC 1), 20=1491(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3517/113, 3-5=-2845/74, 5-6=-2796/174, 6-7=-2542/106, 7-8=-1661/76, 8-9=-2048/47, 2-20=-1553/125 BOT CHORD 19-20=-287/633, 17-19=-235/3075, 16-17=0/1841, 15-16=0/1841, 13-15=0/2142, 12-13=-27/1541, 11-12=-22/1547 WEBS 3-17=-654/172, 5-17=-388/167, 7-15=-1162/136, 7-13=-644/62, 8-13=0/599, 9-11=-2093/20, 2-19=0/2502, 6-17=-187/1479, 6-15=-62/1236 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 15-7-3, Exterior(2R) 15-7-3 to 18-7-3, Exterior(2E) 18-7-3 to 20-3-15, Interior(1) 20-3-15 to 23-11-0, Exterior(2R) 23-11-0 to 29-11-0, Interior(1) 29-11-0 to 34-0-11, Exterior(2E) 34-0-11 to 35-9-12 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) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 20. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss TG01 Truss Type Common Girder Qty 1 Ply 3 06 Ambleside Front Load Job Reference (optional) I49572878 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:06 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-XEaLdu5gCu9mgexBsLmmZ?Z_kAPtG6yvHwfBEFzy5j? Scale = 1:41.3 1 2 3 4 5 6 11 10 9 8 712131415 4x6 4x6 4x6 3x4 3x6 10x10 10x10 3x6 8x8 4x6 3-5-83-5-8 6-7-83-2-0 9-10-83-3-0 13-5-03-6-8 3-5-8 3-5-8 6-7-8 3-2-0 9-10-8 3-3-0 13-5-0 3-6-8 14-4-0 0-11-0 1-4-116-10-151-3-010.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [5:0-3-0,0-1-12], [8:0-3-8,0-4-0], [10:0-3-8,0-5-0] 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 0.62 0.30 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.01 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 250 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 7=0-5-8 Max Horz 11=-136(LC 27) Max Grav 11=6477(LC 1), 7=5291(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5918/0, 2-3=-4807/0, 3-4=-4807/0, 4-5=-6075/0, 1-11=-5220/0, 5-7=-5249/0 BOT CHORD 10-11=-29/386, 9-10=0/4478, 8-9=0/4587, 7-8=0/307 WEBS 2-10=0/1574, 2-9=-1283/0, 3-9=0/5851, 4-9=-1417/0, 4-8=0/1763, 1-10=0/4311, 5-8=0/4445 NOTES-(9-10) 1) N/A 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 2 rows staggered at 0-4-0 oc, Except member 9-2 2x4 - 1 row at 0-9-0 oc, member 9-3 2x4 - 1 row at 0-9-0 oc, member 9-4 2x4 - 1 row at 0-9-0 oc, member 4-8 2x4 - 1 row at 0-9-0 oc, member 10-1 2x4 - 1 row at 0-9-0 oc, member 8-5 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1831 lb down at 1-4-4, 1831 lb down at 3-4-4, 1831 lb down and 39 lb up at 5-4-4, and 1831 lb down and 39 lb up at 7-4-4, and 3331 lb down at 9-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FORLOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGERMANUFACTURER SPECIFICATIONS. January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss TG01 Truss Type Common Girder Qty 1 Ply 3 06 Ambleside Front Load Job Reference (optional) I49572878 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:06 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-XEaLdu5gCu9mgexBsLmmZ?Z_kAPtG6yvHwfBEFzy5j? LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 10=-1831(B) 12=-1831(B) 13=-1831(B) 14=-1831(B) 15=-3331(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 06_AMBLESIDE_FRONT_L~D Truss TG02 Truss Type Half Hip Girder Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572879 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:06 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-XEaLdu5gCu9mgexBsLmmZ?ZxKAHqGH0vHwfBEFzy5j? Scale = 1:18.8 1 2 3 4 7 6 5 8 3x4 4x6 4x6 5x10 MT18HS 3x4 3x4 3-3-83-3-8 5-4-02-0-8 3-3-8 3-3-8 5-4-0 2-0-8 1-9-02-9-01-0-02-10-31-0-04.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [4:0-5-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.81 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 0.00 (loc) 6-7 6-7 5 l/defl >999 >662 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 23 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-6: 2x4 SPF No.2, 4-5: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-6, 3-4. BOT CHORD Structural wood sheathing directly applied or 9-5-1 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=81(LC 5) Max Grav 5=710(LC 1), 7=1402(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-287/0, 3-4=-617/0, 4-5=-303/1 BOT CHORD 5-6=0/617 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 746 lb down at 0-1-12, and 738 lb down at 2-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-170, 5-7=-20 Concentrated Loads (lb) Vert: 7=-746(F) 8=-738(F) January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572880 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:07 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-?R8krE6IzBHcIoWNQ2H?5D5Geaol?lr2VaOkmhzy5j_ Scale = 1:13.7 1 2 3 6 7 4 8 9 5 3x4 3x4 3x4 1-1-31-1-3 3-11-42-10-1 4-0-00-0-12 -0-11-0 0-11-0 1-1-3 1-1-3 4-0-0 2-10-13 1-3-02-0-42-2-02-0-410.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.17 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.02 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=34(LC 7) Max Uplift 4=-33(LC 5), 6=-27(LC 8) Max Grav 4=93(LC 22), 6=200(LC 1), 5=75(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 25 lb down and 76 lb up at 1-1-3, and 46 lb down and 28 lb up at 2-0-12 on top chord, and 3 lb down and 8 lb up at 1-1-3, and 10 lb down and 1 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 3=25(B) 8=6(B) 9=1(B) January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572881 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:08 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-Tdi62a7xkVPTvy5Z_moEeQeJJz_dk21CkE8IH8zy5iz Scale = 1:24.9 1 2 3 6 5 4 7 8x14 MT18HS 3x4 4x6 4x8 3x12 2-0-02-0-0 4-0-02-0-0 2-0-0 2-0-0 3-10-13 1-10-13 4-0-0 0-1-3 1-3-04-4-44-2-710.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.73 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 22 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8 Max Horz 6=109(LC 24) Max Grav 4=1613(LC 1), 6=1001(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-798/0, 1-6=-621/0 BOT CHORD 5-6=0/521, 4-5=0/521 WEBS 2-5=0/1179, 2-4=-850/0 NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 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) 1158 lb down at 1-10-12, and 1159 lb down at 2-11-12 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=-1158(F) 7=-1159(F) January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572882 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:09 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-xpFUGw7ZVpXKX6gmXTKTBeBQ8NN3TRVLzutrqazy5iy Scale = 1:78.4 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 112122 3x6 6x10 6x8 10x16 MT18HS 4x8 10x10 2x4 4x8 5x12 12x20 12x12 10x10 8x8 3x6 2x4 3x12 6-4-126-4-12 12-6-06-1-4 18-7-36-1-4 22-11-84-4-5 23-2-30-2-11 29-9-56-7-1 35-11-06-1-11 -0-11-0 0-11-0 6-4-12 6-4-12 12-6-0 6-1-4 18-7-3 6-1-4 22-11-8 4-4-5 23-2-3 0-2-11 29-9-5 6-7-1 35-11-0 6-1-11 36-10-0 0-11-0 1-0-09-0-311-10-31-0-04-7-29-0-37.00 12 Plate Offsets (X,Y)-- [6:Edge,0-5-8], [7:0-5-4,0-3-0], [8:0-4-10,Edge], [11:0-5-0,0-8-14], [14:0-8-0,0-6-8], [16:0-3-8,0-2-8], [19:0-3-8,0-4-0], [20: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.52 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.55 0.24 (loc) 14 15 11 l/defl >999 >780 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 222 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x6 SPF No.2, 7-8,8-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 11-14: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 6-17,14-16,6-16,9-12,7-15: 2x4 SPF No.2, 6-14: 2x4 SPF 2100F 1.8E 9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-1 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 7-15, 7-13, 7-12 REACTIONS. (size)20=0-3-8, 11=0-3-8 (req. 0-4-8) Max Horz 20=206(LC 5) Max Grav 20=1747(LC 1), 11=2866(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2526/0, 3-5=-2268/0, 5-6=-2278/20, 6-7=-5358/0, 7-8=-3532/0, 8-9=-4238/0, 2-20=-1660/0, 9-11=-2687/0 BOT CHORD 19-20=-223/580, 17-19=-17/2096, 16-17=0/1545, 13-14=0/5163, 12-13=0/4484, 11-12=0/755 WEBS 5-17=-387/163, 6-17=-179/760, 14-16=0/2364, 6-14=0/5424, 8-12=0/1737, 6-16=-1641/0, 9-12=0/2860, 3-17=-316/116, 2-19=0/1619, 7-14=-358/123, 7-13=-2342/0, 7-12=-1264/243 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) WARNING: Required bearing size at joint(s) 11 greater than input bearing size. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1593 lb down at 29-10-4, and 33 lb down at 31-10-4, and 35 lb down at 33-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572882 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:10 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-P0psTG8BF6fB9GFy5BrijrjbuniICukUCYdOM0zy5ix LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-6=-60, 6-7=-60, 7-8=-60, 8-9=-60, 9-10=-60, 15-20=-20, 11-14=-20 Concentrated Loads (lb) Vert: 12=-1593(B) 21=-22(B) 22=-22(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 06_AMBLESIDE_FRONT_L~D Truss TG06 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572883 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:11 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-tCNEhc9p0Qn2mPq8fuMxG2GmHB3KxKKeQCMyuTzy5iw Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 1716 15 14 13 24 25 26 27 28 29 30 31 3233 34 3x8 9x22 MT18HS 8x14 MT18HS 8x14 MT18HS 6x10 5x10 MT18HS 10x10 7x16 MT18HS 4x6 8x8 3x6 5x8 8x8 5x8 3x6 2x4 12x12 8x8 10x10 5x8 8-1-88-1-8 15-11-87-10-0 21-1-155-2-7 22-7-91-5-10 29-9-57-1-11 35-2-25-4-14 40-7-05-4-14 46-8-06-1-0 -0-11-0 0-11-0 5-6-3 5-6-3 10-8-13 5-2-11 15-11-8 5-2-11 21-1-15 5-2-7 22-7-9 1-5-10 29-9-5 7-1-11 35-2-2 5-4-14 40-7-0 5-4-14 46-8-0 6-1-0 1-0-09-2-213-4-21-6-84-7-28-9-07.00 12 6.00 12 3.56 12 Plate Offsets (X,Y)-- [7:0-11-0,0-2-4], [11:0-10-8,0-1-12], [13:Edge,0-2-8], [14:0-3-8,0-4-0], [18:0-3-8,0-2-8], [23:0-2-4,0-6-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.47 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.45 -0.91 0.39 (loc) 17-18 17-18 13 l/defl >999 >610 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 306 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 7-8: 2x4 SPF No.2, 8-9: 2x6 SPF No.2, 9-11: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E *Except* 16-20,13-16: 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 7-19,8-19,8-18,9-15,11-15,3-23: 2x4 SPF No.2 9-18,12-14: 2x4 SPF 2100F 1.8E, 2-23,12-13: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-5 oc purlins, except end verticals, and 2-0-0 oc purlins (2-3-13 max.): 7-8, 9-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-19, 8-19, 9-18, 3-23 REACTIONS. (size)23=0-5-8, 13=Mechanical Max Horz 23=221(LC 8) Max Grav 23=2314(LC 1), 13=3351(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1079/59, 3-5=-5693/0, 5-6=-5660/0, 6-7=-4258/0, 7-8=-3639/0, 8-9=-4272/0, 9-10=-7209/0, 10-11=-7207/0, 11-12=-5042/0, 2-23=-776/73, 12-13=-3244/0 BOT CHORD 22-23=-117/4749, 20-22=0/5252, 19-20=0/4774, 18-19=0/3614, 17-18=0/7657, 15-17=0/7659, 14-15=0/4399, 13-14=-26/405 WEBS 3-22=0/395, 5-22=-276/32, 5-20=-325/195, 6-20=0/1582, 6-19=-1671/119, 7-19=0/1899, 8-19=-117/274, 8-18=0/1728, 9-18=-4667/0, 9-15=-1027/449, 10-15=-293/180, 11-15=0/3533, 11-14=-381/101, 3-23=-4619/0, 12-14=0/4086 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 82 lb up at 36-11-12, 86 lb down and 82 lb up at 38-11-12, 86 lb down and 83 lb up at 40-11-12, and 81 lb down and 51 lb up at 42-11-12, and 81 lb down and 49 lb up at 44-11-12 on top chord, and 1585 lb down at 35-11-12, 35 lb down at 36-11-12, 35 lb down at 38-11-12, 35 lb down at 40-11-12, and 33 lb down at 42-11-12, and 32 lb down at 44-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).Continued on page 2 January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss TG06 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572883 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:11 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-tCNEhc9p0Qn2mPq8fuMxG2GmHB3KxKKeQCMyuTzy5iw 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-7=-60, 7-8=-60, 8-9=-60, 9-11=-60, 11-12=-60, 20-23=-20, 13-20=-20 Concentrated Loads (lb) Vert: 24=-40(B) 25=-40(B) 26=-40(B) 27=-41(B) 28=-41(B) 29=-1585(B) 30=-22(B) 31=-22(B) 32=-22(B) 33=-22(B) 34=-22(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 06_AMBLESIDE_FRONT_L~D Truss TG07 Truss Type Hip Girder Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572884 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:14 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-In3NJeBhJLAddtYjK1veuhuGJO_z8hU469bcVozy5it Scale = 1:70.0 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 4x6 5x6 3x6 3x8 MT18HS 5x8 8x10 4x10 2x4 4x8 2x4 2x4 8x8 4x10 10x16 MT18HS 5x6 5x10 MT18HS 4-2-34-2-3 10-11-66-9-2 17-6-126-7-6 24-2-26-7-6 30-11-56-9-2 37-1-06-1-11 4-2-3 4-2-3 10-11-6 6-9-2 17-6-12 6-7-6 24-2-2 6-7-6 30-11-5 6-9-2 37-1-0 6-1-11 38-0-0 0-11-0 2-1-114-5-14-7-01-0-04-5-17.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [10: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.93 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.29 -0.56 0.12 (loc) 14 12-14 10 l/defl >999 >795 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 172 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-5,5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-17,8-11: 2x4 SPF No.2, 8-10: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-2-5 max.): 2-7. BOT CHORD Structural wood sheathing directly applied or 7-8-2 oc bracing. WEBS 1 Row at midpt 6-11 2 Rows at 1/3 pts 3-17 REACTIONS. (size)18=0-3-8, 10=0-3-8 Max Horz 18=-97(LC 4) Max Uplift 18=-386(LC 5), 10=-330(LC 4) Max Grav 18=2133(LC 1), 10=2120(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2175/442, 2-3=-1823/402, 3-4=-4747/1030, 4-6=-4747/1030, 6-7=-2552/516, 7-8=-3101/572, 1-18=-2074/415, 8-10=-2025/363 BOT CHORD 16-17=-894/3986, 14-16=-894/3986, 12-14=-928/4352, 11-12=-928/4352, 10-11=-133/585 WEBS 2-17=-17/663, 3-17=-2522/591, 3-16=0/383, 3-14=-195/899, 4-14=-504/266, 6-14=-127/480, 6-12=0/381, 6-11=-2113/535, 7-11=-83/1047, 1-17=-412/1992, 8-11=-441/2025 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=386, 10=330. 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. Continued on page 2 January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss TG07 Truss Type Hip Girder Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572884 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:14 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-In3NJeBhJLAddtYjK1veuhuGJO_z8hU469bcVozy5it NOTES-(11-12) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 47 lb up at 0-1-12, 81 lb down and 61 lb up at 2-2-15, 80 lb down and 84 lb up at 4-2-4, 86 lb down and 82 lb up at 5-6-12, 86 lb down and 82 lb up at 7-6-12, 86 lb down and 82 lb up at 9-6-12, 86 lb down and 82 lb up at 11-6-12, 86 lb down and 82 lb up at 13-6-12, 86 lb down and 82 lb up at 15-6-12, 86 lb down and 82 lb up at 17-6-12, 86 lb down and 82 lb up at 19-6-12, 86 lb down and 82 lb up at 21-6-12, 86 lb down and 82 lb up at 23-6-12, 86 lb down and 82 lb up at 25-6-12, 86 lb down and 82 lb up at 27-6-12, 86 lb down and 82 lb up at 29-6-12, 80 lb down and 84 lb up at 30-11-4, and 81 lb down and 60 lb up at 33-0-4, and 82 lb down and 62 lb up at 35-0-4 on top chord, and 48 lb down at 0-1-12, 33 lb down at 2-2-15, 35 lb down at 4-2-15, 35 lb down at 5-6-12, 35 lb down at 7-6-12, 35 lb down at 9-6-12, 35 lb down at 11-6-12, 35 lb down at 13-6-12, 35 lb down at 15-6-12, 35 lb down at 17-6-12, 35 lb down at 19-6-12, 35 lb down at 21-6-12, 35 lb down at 23-6-12, 35 lb down at 25-6-12, 35 lb down at 27-6-12, 35 lb down at 29-6-12, 35 lb down at 30-10-9, 33 lb down at 31-11-6, and 33 lb down at 33-0-4, and 33 lb down at 35-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-7=-60, 7-8=-60, 8-9=-60, 10-18=-20 Concentrated Loads (lb) Vert: 1=-65(F) 2=-40(F) 18=-30(F) 17=-22(F) 14=-22(F) 4=-40(F) 11=-22(F) 7=-40(F) 19=-41(F) 20=-40(F) 21=-40(F) 22=-40(F) 23=-40(F) 24=-40(F) 25=-40(F) 26=-40(F) 27=-40(F) 28=-40(F) 29=-40(F) 30=-40(F) 31=-40(F) 32=-41(F) 33=-42(F) 34=-22(F) 35=-22(F) 36=-22(F) 37=-22(F) 38=-22(F) 39=-22(F) 40=-22(F) 41=-22(F) 42=-22(F) 43=-22(F) 44=-22(F) 45=-22(F) 46=-22(F) 47=-22(F) 48=-22(F) 49=-20(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 06_AMBLESIDE_FRONT_L~D Truss V01 Truss Type Valley Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572885 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:14 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-In3NJeBhJLAddtYjK1veuhuPIO9H8vy469bcVozy5it Scale = 1:36.0 1 2 3 5 4 6 7 3x4 3x4 3x4 2x4 2x4 10-2-10 10-2-10 0-0-45-11-87.00 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 0.33 0.20 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 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=10-2-10, 4=10-2-10, 5=10-2-10 Max Horz 1=152(LC 7) Max Uplift 4=-16(LC 7), 5=-83(LC 10) Max Grav 1=185(LC 18), 4=101(LC 17), 5=491(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-350/131 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 5-10-7, Exterior(2R) 5-10-7 to 10-1-6 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss V02 Truss Type Valley Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572886 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:15 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DKhCyZgK1trtU1j4XqQb8ZzDt2I-mzdlWzCK4fIUF17vukQtQuQaCoWmtM2DLpK91Ezy5is Scale = 1:26.9 1 2 3 5 43x4 3x4 3x4 2x4 2x4 7-4-5 7-4-5 0-0-44-3-87.00 12 Plate Offsets (X,Y)-- [3:0-2-10,Edge], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.19 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-3-14, 4=7-3-14, 5=7-3-14 Max Horz 1=109(LC 7) Max Uplift 4=-10(LC 7), 5=-58(LC 10) Max Grav 1=105(LC 18), 4=116(LC 17), 5=344(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-258/137 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss V03 Truss Type Valley Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572887 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:16 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:x0NEkSdoQMskTGBkamIaqTyXOsI-E9B7kJDyryQLtBi6SRy6z6zidCpvcp3NaT4jZgzy5ir Scale: 3/4"=1' 1 2 3 3x4 3x4 3x4 4-6-0 4-6-0 0-0-42-7-87.00 12 Plate Offsets (X,Y)-- [2:0-2-10,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-P 0.53 0.32 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-5-10, 3=4-5-10 Max Horz 1=64(LC 7) Max Uplift 3=-18(LC 10) Max Grav 1=160(LC 1), 3=164(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss V05 Truss Type GABLE Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572888 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:16 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-E9B7kJDyryQLtBi6SRy6z6zjbCplcojNaT4jZgzy5ir Scale = 1:28.2 1 2 3 4 5 6 3x6 5x6 3x6 2x4 10-6-710-6-7 5-3-3 5-3-3 10-6-7 5-3-3 0-0-44-4-110-0-410.00 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 0.47 0.27 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=10-6-7, 3=10-6-7, 4=10-6-7 Max Horz 1=-74(LC 6) Max Uplift 1=-2(LC 10), 3=-9(LC 11) Max Grav 1=195(LC 1), 3=195(LC 1), 4=391(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-9 to 3-4-9, Exterior(2R) 3-4-9 to 7-1-13, Exterior(2E) 7-1-13 to 10-1-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss V06 Truss Type GABLE Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572889 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:17 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-iMkWxfEacGYCUKHI?9TMVJWuAcAaLGZWp7pG66zy5iq Scale = 1:23.0 1 2 3 4 5 6 3x4 3x4 3x4 2x4 8-1-108-1-10 4-0-13 4-0-13 8-1-10 4-0-13 0-0-43-4-110-0-410.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [3:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.23 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-1-10, 3=8-1-10, 4=8-1-10 Max Horz 1=-56(LC 6) Max Uplift 1=-13(LC 11), 3=-20(LC 11) Max Grav 1=172(LC 1), 3=172(LC 1), 4=261(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 3-3-7, Exterior(2R) 3-3-7 to 4-10-3, Exterior(2E) 4-10-3 to 7-10-3 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss V07 Truss Type GABLE Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572890 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:18 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-AYIu9?ECNag36UsUZs_b2X28T?SO4jZg1nZpeZzy5ip Scale = 1:16.5 1 2 3 3x4 3x4 3x4 5-6-15-6-1 2-9-1 2-9-1 5-6-1 2-9-1 0-0-42-3-90-0-410.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [2:0-2-0,Edge], [3:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.51 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: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-6-1, 3=5-6-1 Max Horz 1=37(LC 7) Max Grav 1=197(LC 1), 3=197(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss V08 Truss Type Valley Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572891 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:18 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:QGgx_lGSZAZONl?cgWGi0jyoH1s-AYIu9?ECNag36UsUZs_b2X2Ax?Y14jZg1nZpeZzy5ip Scale = 1:8.4 1 2 3 3x4 3x4 3x4 0-0-50-0-5 2-8-82-8-3 1-4-4 1-4-4 2-8-8 1-4-4 0-0-41-1-90-0-410.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [2:0-2-0,Edge], [3:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.09 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: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-7-14, 3=2-7-14 Max Horz 1=-16(LC 6) Max Grav 1=85(LC 1), 3=85(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss V09 Truss Type GABLE Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572892 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:19 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-eksGMLFq8tovkeRh7aVqbkbA4PoVp9opGRINA?zy5io Scale = 1:26.9 1 2 3 4 5 9 8 7 6 10 11 3x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 14-9-014-9-0 14-9-0 14-9-0 0-0-44-3-103.50 12 Plate Offsets (X,Y)-- [3:0-2-0,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 0.71 0.45 0.07 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: 30 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 14-9-0. (lb) - Max Horz 1=122(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 6, 7, 9 Max Grav All reactions 250 lb or less at joint(s) 6, 1 except 7=282(LC 1), 9=487(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-343/121 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-9-7 to 3-9-7, Interior(1) 3-9-7 to 11-7-12, Exterior(2E) 11-7-12 to 14-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 6, 7, 9. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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 06_AMBLESIDE_FRONT_L~D Truss V10 Truss Type GABLE Qty 1 Ply 1 06 Ambleside Front Load Job Reference (optional) I49572893 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 10:50:20 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xzqRsvhv5m7IxCqij8djlvzWP84-6xQeZhGSvBwmMo0thH037y8Q5pBmYdCzV52wiRzy5in Scale = 1:17.0 1 2 3 5 4 6 7 3x4 3x4 3x4 2x4 2x4 9-0-6 9-0-6 0-0-42-7-103.50 12 Plate Offsets (X,Y)-- [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.44 0.26 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 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=9-0-6, 4=9-0-6, 5=9-0-6 Max Horz 1=72(LC 7) Max Uplift 4=-4(LC 10), 5=-33(LC 10) Max Grav 1=130(LC 1), 4=113(LC 1), 5=408(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-306/212 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-9-7 to 3-9-7, Interior(1) 3-9-7 to 4-8-4, Exterior(2R) 4-8-4 to 8-11-2 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 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 6,2022 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