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HomeMy WebLinkAboutAMBM 004 - I5135281616023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). April 13,2022 Garcia, Juan Pages or sheets covered by this seal: I51352816 thru I51352863 My license renewal date for the state of Indiana is July 31, 2022. 04_Ambleside_Manors 04 Ambleside Manors IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss GE01 Truss Type GABLE Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352816 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:33 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-P79oh07iz7BKlEfUpEoASUg4W6W_QRgjoMp73QzR994 Scale = 1:37.4 Sheet Front 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 3x8 4x6 3x8 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-019-11-0 -0-11-0 0-11-0 9-11-8 9-11-8 19-11-0 9-11-8 20-10-0 0-11-0 0-10-04-11-130-10-05.00 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.07 0.02 0.04 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: 194 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 19-11-0. (lb) - Max Horz 33=41(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 33, 18, 26, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 Max Grav All reactions 250 lb or less at joint(s) 33, 18, 25, 26, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 1-11-8, Exterior(2N) 1-11-8 to 6-11-8, Corner(3R) 6-11-8 to 12-11-8, Exterior(2N) 12-11-8 to 17-10-0, Corner(3E) 17-10-0 to 20-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 18, 26, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss GE02 Truss Type GABLE Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352817 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:35 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-MWHY6i8yVkR2_YotweqeYvlKZv4Eu9C0GgIE8JzR992 Scale = 1:33.1 Sheet BackLeft Option 4-5-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 16 15 14 13 11 10 9 23 21 2228 29 30 12 4x6 4x8 3x4 3x8 2x4 2x4 6x8 2x4 2x4 2x4 2x4 2x4 3x6 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-5-84-5-8 6-9-02-3-8 9-1-122-4-12 18-3-89-1-12 -0-11-0 0-11-0 4-8-15 4-8-15 9-1-12 4-4-13 12-4-8 3-2-12 13-6-9 1-2-1 18-3-8 4-8-15 19-2-8 0-11-0 0-10-04-7-120-10-05.00 12 Plate Offsets (X,Y)-- [13:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.54 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.34 0.01 (loc) 9-11 9-11 9 l/defl >842 >405 n/a L/d 240 180 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-16,7-9: 2x4 SPF 2100F 1.8E OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 22 REACTIONS.All bearings 6-9-0 except (jt=length) 9=0-3-8, 12=0-3-8. (lb) - Max Horz 16=37(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 16, 9, 15, 12 Max Grav All reactions 250 lb or less at joint(s) 14, 15, 12 except 16=379(LC 23), 9=625(LC 1), 13=408(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-367/62, 3-4=-380/32, 4-5=-374/37, 5-6=-644/82, 6-7=-749/103, 2-16=-329/93, 7-9=-529/126 BOT CHORD 15-16=-41/287, 14-15=-41/287, 13-14=-41/287, 12-13=-49/499, 11-12=-49/499, 9-11=-19/617 WEBS 13-21=-386/39, 22-23=-354/84, 5-23=-335/83 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 6-1-12, Exterior(2R) 6-1-12 to 12-2-4, Interior(1) 12-2-4 to 16-2-8, Exterior(2E) 16-2-8 to 19-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 9, 15, 12. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss GE03 Truss Type GABLE Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352818 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:36 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-qirwK29aG2ZvciN3UMLt46IboJYidnk9UK2nglzR991 Scale = 1:22.6 Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x8 4x6 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-10-011-10-0 -0-11-0 0-11-0 5-11-0 5-11-0 11-10-0 5-11-0 12-9-0 0-11-0 0-10-03-3-90-10-05.00 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.02 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-10-0. (lb) - Max Horz 20=21(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 1-11-0, Exterior(2N) 1-11-0 to 2-11-0, Corner(3R) 2-11-0 to 8-11-0, Exterior(2N) 8-11-0 to 9-9-0, Corner(3E) 9-9-0 to 12-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss GE04 Truss Type GABLE Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352819 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:37 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-IvPJXNAC1LhmDsyF23s6dKqenjh_M6PIj_nLCCzR990 Scale = 1:44.3 Sheet Front Right Option -2-0-0 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 12 11 10 9 28 29 30 31 3x4 3x4 3x6 3x4 2x4 8x8 3x6 4x8 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 3x4 10-5-1410-5-14 19-11-09-5-2 21-11-02-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 7-6-14 5-6-14 9-11-8 2-4-10 14-11-8 5-0-0 19-11-0 4-11-8 0-10-07-0-135-0-05.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [7:0-4-0,0-1-8], [7:0-4-0,0-0-14], [29:0-0-15,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.85 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.49 0.02 (loc) 11-12 11-12 9 l/defl >981 >483 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 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* 2-12,8-9: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-9 JOINTS 1 Brace at Jt(s): 28 REACTIONS. (size)9=0-3-8, 12=0-3-8 Max Horz 12=143(LC 9) Max Uplift 9=-3(LC 10), 12=-30(LC 10) Max Grav 9=783(LC 1), 12=850(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-344/0, 3-4=-1158/109, 4-6=-942/85, 6-7=-745/76 BOT CHORD 11-12=-79/1010, 9-11=-31/512 WEBS 4-11=-309/143, 11-28=0/606, 7-28=0/605, 7-29=-613/12, 9-29=-752/44, 3-12=-1037/159 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 1-11-5, Interior(1) 1-11-5 to 11-11-8, Exterior(2R) 11-11-8 to 16-9-4, Exterior(2E) 16-9-4 to 19-9-4 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 12. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss GE05 Truss Type Monopitch Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352820 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:38 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-m5zhkjAqofpdr?XSbnOL9XNxf7Ej5hZSyeXulezR99? Scale = 1:11.7 Sheet FrontFull Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 6 7 8 3x4 3x4 2x4 3x4 3-3-43-3-4 -0-11-0 0-11-0 2-11-12 2-11-12 3-3-4 0-3-8 0-5-01-9-60-10-140-10-81-9-65.00 12 Plate Offsets (X,Y)-- [6:0-2-0,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.05 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2-5 2-5 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 7=0-1-8 Max Horz 2=37(LC 7) Max Uplift 2=-14(LC 10), 7=-6(LC 10) Max Grav 2=196(LC 1), 7=91(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 2-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 7 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) 7. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss GE06 Truss Type GABLE Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352821 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:40 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-iU4R9PC5KG4L4JhqjCQpFySB1wsPYaClPy0?oXzR98z Scale = 1:67.9 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 2928 27 26 25 24 23 22 21 20 19 18 17 16 30 4x6 3x6 4x6 3x12 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-8-816-8-8 16-5-9 16-5-9 16-8-8 0-2-15 1-4-810-11-1210-9-77.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-2-4], [15:0-4-0,0-0-0], [16:Edge,0-3-8], [21:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.50 0.22 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 316 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* 15-16: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 15-16, 14-17, 13-18, 12-19 REACTIONS.All bearings 16-8-8. (lb) - Max Horz 29=291(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 except 29=-360(LC 8), 28=-463(LC 7) Max Grav All reactions 250 lb or less at joint(s) 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27 except 29=571(LC 7), 28=361(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-320/199, 1-2=-345/220 NOTES-(9-12) 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) 0-1-4 to 3-4-8, Exterior(2N) 3-4-8 to 13-6-12, Corner(3E) 13-6-12 to 16-6-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 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) 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 except (jt=lb) 29=360, 28=463. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss GE08 Truss Type GABLE Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352822 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:41 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-AgepNlDj5aCBiTG1Hvx2nA?SEKFkH2zueclYKzzR98y Scale = 1:28.8 Sheet FrontFull 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 4x6 3x4 5x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-11-85-11-8 11-11-05-11-8 -0-11-0 0-11-0 5-11-8 5-11-8 11-11-0 5-11-8 12-10-0 0-11-0 1-0-04-5-111-0-01-7-137.00 12 3.50 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.03 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-11-0. (lb) - Max Horz 20=93(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 16, 12, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 1-11-8, Exterior(2N) 1-11-8 to 2-11-8, Corner(3R) 2-11-8 to 8-11-8, Exterior(2N) 8-11-8 to 9-10-0, Corner(3E) 9-10-0 to 12-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 16, 17, 18, 19, 15, 14, 13. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss GR01 Truss Type COMMON GIRDER Qty 1 Ply 2 04 Ambleside Manors Job Reference (optional) I51352823 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:43 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-73maoREzdBSvxnQPOKzWsb4bs8kzlprB6vEfPrzR98w Scale = 1:41.7 1 2 3 4 5 6 9 8 710111213141516 3x4 4x8 3x4 5x12 3x4 3x4 4x6 8x8 2x4 4x6 9-11-89-11-8 19-11-09-11-8 7-7-8 7-7-8 14-11-8 7-4-0 19-11-0 4-11-8 0-10-07-0-135-0-05.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-3-3], [5:0-3-12,0-1-4], [7:Edge,0-1-12], [9:0-4-0,0-4-12] 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.87 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.44 0.03 (loc) 7-9 7-9 7 l/defl >999 >541 n/a L/d 240 180 n/a PLATES MT20 Weight: 201 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-9: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 4-0-15 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS. (size)1=0-3-8, 7=0-3-8 Max Horz 1=137(LC 5) Max Uplift 1=-481(LC 8), 7=-481(LC 8) Max Grav 1=3613(LC 1), 7=3699(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-5673/782, 3-5=-5430/788 BOT CHORD 1-9=-737/5122, 7-9=-259/1830 WEBS 3-9=-350/202, 5-9=-734/5184, 5-7=-2982/410 NOTES-(9-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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) 1=481, 7=481. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 637 lb down and 113 lb up at 2-0-12, 637 lb down and 113 lb up at 4-0-12, 637 lb down and 113 lb up at 6-0-12, 637 lb down and 113 lb up at 8-0-12, 637 lb down and 113 lb up at 10-0-12, 637 lb down and 113 lb up at 12-0-12, 637 lb down and 113 lb up at 14-0-12, and 637 lb down and 113 lb up at 16-0-12, and 637 lb down and 113 lb up at 18-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).Continued on page 2 April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss GR01 Truss Type COMMON GIRDER Qty 1 Ply 2 04 Ambleside Manors Job Reference (optional) I51352823 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:43 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-73maoREzdBSvxnQPOKzWsb4bs8kzlprB6vEfPrzR98w LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 1-7=-20 Concentrated Loads (lb) Vert: 8=-637(B) 9=-637(B) 10=-637(B) 11=-637(B) 12=-637(B) 13=-637(B) 14=-637(B) 15=-637(B) 16=-637(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 04_AMBLESIDE_MANORS Truss GR02 Truss Type COMMON GIRDER Qty 1 Ply 2 04 Ambleside Manors Job Reference (optional) I51352824 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:44 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-bFKy?nFbOVamZw_cy1VlPodp5Y3OUHYKKZ_DxIzR98v Scale = 1:31.2 1 2 3 4 5 6 7 8 10 911121314 15 16 17 18 4x8 5x12 3x12 5x12 3x12 5x10 MT18HS8x8 2x4 2x4 9-1-129-1-12 18-3-89-1-12 -0-11-0 0-11-0 4-7-14 4-7-14 9-1-12 4-5-15 13-7-11 4-5-14 18-3-8 4-7-13 0-10-04-7-120-10-05.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-3], [5:0-4-0,0-1-0], [8:0-0-0,0-3-3], [10:0-4-0,0-4-12] 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.93 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.34 0.04 (loc) 8-10 8-10 8 l/defl >999 >643 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 171 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-10: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-6-0, Right 2x4 SPF-S Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-13 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 2=0-3-8 Max Horz 2=-52(LC 13) Max Grav 8=4896(LC 1), 2=3720(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-6308/0, 4-5=-6201/0, 5-6=-6219/0, 6-8=-6415/0 BOT CHORD 2-10=0/5721, 8-10=0/5887 WEBS 5-10=0/4426, 6-10=-282/98, 4-10=-62/297 NOTES-(9-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1562 lb down and 256 lb up at 4-7-12, 789 lb down and 21 lb up at 6-7-12, 789 lb down at 8-7-12, 789 lb down at 10-7-12, 792 lb down at 12-7-12, 792 lb down at 14-7-12, and 792 lb down at 16-7-12, and 792 lb down at 17-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss GR02 Truss Type COMMON GIRDER Qty 1 Ply 2 04 Ambleside Manors Job Reference (optional) I51352824 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:44 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-bFKy?nFbOVamZw_cy1VlPodp5Y3OUHYKKZ_DxIzR98v LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-8=-60, 2-8=-20 Concentrated Loads (lb) Vert: 11=-1562(F) 12=-789(F) 13=-789(F) 14=-789(F) 15=-792(F) 16=-792(F) 17=-792(F) 18=-792(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 04_AMBLESIDE_MANORS Truss GR03 Truss Type HALF HIP GIRDER Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352825 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:46 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-XeSiQSHsv6qUoE8_3SXDUDi41Lpiy8sdotTJ0AzR98t Scale = 1:37.8 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 5x12 3x8 5x10 MT18HS 5x6 8x8 2x4 2x4 8x8 2x4 3x6 4x6 4x8 3x6 3x8 3x6 6x16 1-3-01-3-0 2-3-81-0-8 2-11-140-8-6 8-1-155-2-1 13-4-05-2-1 20-7-87-3-8 -0-11-0 0-11-0 1-3-0 1-3-0 2-3-8 1-0-8 2-11-14 0-8-6 8-1-15 5-2-1 13-4-0 5-2-1 20-7-8 7-3-8 1-0-02-8-150-8-07.00 12 Plate Offsets (X,Y)-- [5:0-9-8,0-2-0], [9:Edge,0-2-4], [10:Edge,0-2-4], [11:0-4-0,0-1-8], [12:0-6-12,0-3-0], [13:0-2-12,0-1-8], [14:0-4-4,0-1-8], [15:0-2-0,0-4-0], [17:0-4-0,0-1-12], [18:Edge,0-6-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.62 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.42 0.10 (loc) 12-13 12-13 10 l/defl >999 >586 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 112 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-8: 2x4 SP 2400F 2.0E, 8-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 12-15: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 7-11,5-13: 2x4 SPF No.2, 9-12: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-3 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=Mechanical, 18=0-3-8 Max Horz 18=71(LC 5) Max Uplift 10=-236(LC 5), 18=-181(LC 5) Max Grav 10=1582(LC 1), 18=1566(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1325/181, 3-4=-2604/392, 4-5=-2612/398, 5-6=-4460/663, 6-7=-4303/654, 7-9=-4223/645, 9-10=-1182/204, 2-18=-1419/171 BOT CHORD 14-15=-399/2428, 13-14=-405/2484, 12-13=-690/4460, 10-11=-55/365 WEBS 15-16=-51/292, 11-12=-42/417, 7-12=-380/117, 3-17=-1370/218, 15-17=-198/1068, 3-15=-209/1367, 5-15=-310/92, 5-14=-67/653, 5-13=-334/2078, 9-12=-656/4209, 2-17=-132/1094 NOTES-(10-13) 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) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) except (jt=lb) 10=236, 18=181. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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) 150 lb down and 45 lb up at 2-3-8, 146 lb down and 45 lb up at 3-10-5, 146 lb down and 45 lb up at 5-10-5, 146 lb down and 45 lb up at 7-10-5, 146 lb down and 45 lb up at 9-10-5, 146 lb down and 45 lb up at 11-10-4, 146 lb down and 45 lb up at 13-10-4, 146 lb down and 45 lb up at 15-10-4, and 146 lb down and 45 lb up at 17-10-4, and 149 lb down and 41 lb up at 19-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss GR03 Truss Type HALF HIP GIRDER Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352825 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:46 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-XeSiQSHsv6qUoE8_3SXDUDi41Lpiy8sdotTJ0AzR98t 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-9=-60, 16-18=-20, 12-15=-20, 10-11=-20 Concentrated Loads (lb) Vert: 16=-150 19=-146 20=-146 21=-146 22=-146 23=-146 24=-146 25=-146 26=-146 27=-149 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 04_AMBLESIDE_MANORS Truss GR04 Truss Type HIP GIRDER Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352826 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:47 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-?q?5doHUgQyLQOjBdA2S1QFHplB5hb4n0XCtYdzR98s Scale = 1:41.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9151617181920212223 8x8 4x8 3x6 5x10 MT18HS4x10 3x6 3x6 3x6 4x10 8x8 4x8 2-11-142-11-14 11-5-88-5-10 19-11-28-5-10 22-11-02-11-14 2-11-14 2-11-14 8-7-10 5-7-12 14-3-6 5-7-12 19-11-2 5-7-12 22-11-0 2-11-14 23-10-0 0-11-0 1-0-02-7-92-8-151-0-02-7-97.00 12 Plate Offsets (X,Y)-- [1:Edge,0-6-8], [2:0-4-0,0-1-4], [3:0-2-12,0-1-8], [5:0-2-12,0-1-8], [6:0-4-0,0-1-4], [9:Edge,0-6-8], [10:0-5-0,0-1-8], [13:0-5-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.48 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.37 0.05 (loc) 10-11 10-11 9 l/defl >999 >740 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 111 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-13,7-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-3-7 max.): 2-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-10 REACTIONS. (size)14=0-3-8, 9=0-3-8 Max Horz 14=-54(LC 4) Max Uplift 14=-205(LC 5), 9=-202(LC 4) Max Grav 14=1735(LC 1), 9=1751(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2478/323, 2-3=-2064/282, 3-5=-4501/604, 5-6=-2000/277, 6-7=-2407/318, 1-14=-1785/219, 7-9=-1809/214 BOT CHORD 11-13=-587/4013, 10-11=-573/3992 WEBS 2-13=-117/988, 3-13=-2113/351, 3-11=-48/635, 5-11=-50/660, 5-10=-2156/353, 6-10=-113/959, 1-13=-263/2057, 7-10=-261/2008 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) 14=205, 9=202. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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) 153 lb down and 34 lb up at 2-0-12, 146 lb down and 45 lb up at 3-0-12, 146 lb down and 45 lb up at 5-0-12, 146 lb down and 45 lb up at 7-0-12, 146 lb down and 45 lb up at 9-0-12, 146 lb down and 45 lb up at 11-0-11, 146 lb down and 45 lb up at 13-0-11, 146 lb down and 45 lb up at 15-0-11, 146 lb down and 45 lb up at 17-0-11, and 146 lb down and 45 lb up at 19-0-11, and 150 lb down and 45 lb up at 21-0-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss GR04 Truss Type HIP GIRDER Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352826 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:48 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-T0ZTr8I6Rk4C2YINBtZhZenSZ9XKQ2JwFByQ43zR98r 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, 9-14=-20 Concentrated Loads (lb) Vert: 12=-146 13=-146 15=-153 16=-146 17=-146 18=-146 19=-146 20=-146 21=-146 22=-146 23=-150 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 04_AMBLESIDE_MANORS Truss GR05 Truss Type JACK-OPEN GIRDER Qty 2 Ply 1 04 Ambleside Manors Job Reference (optional) I51352827 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:48 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-T0ZTr8I6Rk4C2YINBtZhZendt9ahQDnwFByQ43zR98r Scale = 1:13.0 1 2 3 4 7 6 5 8 9 10 11 3x8 4x6 2x4 2x4 2x4 0-1-52-11-0 2-11-0 4-7-0 1-8-0 -0-11-0 0-11-0 2-11-0 2-11-0 4-7-0 1-8-0 0-10-01-11-42-0-91-11-40-3-85.00 12 Plate Offsets (X,Y)-- [5:0-1-12,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.19 0.26 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=35(LC 8) Max Uplift 7=-24(LC 8), 5=-25(LC 8) Max Grav 7=251(LC 1), 5=170(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 11 lb down and 13 lb up at 2-0-12, and 38 lb down and 24 lb up at 4-0-12 on top chord, and 14 lb down and 21 lb up at 2-0-12, and 11 lb down and 1 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss GR05 Truss Type JACK-OPEN GIRDER Qty 2 Ply 1 04 Ambleside Manors Job Reference (optional) I51352827 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:49 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-xC7r2UJkC1C3fitZlb4w6rKodZww9g14UrhzdVzR98q LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-12(B) 11=1(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 04_AMBLESIDE_MANORS Truss GR06 Truss Type Jack-Open Girder Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352828 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:49 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-xC7r2UJkC1C3fitZlb4w6rKpLZ_j9gB4UrhzdVzR98q Scale = 1:11.3 1 2 3 4 8 7 5 9 63x4 3x4 3x4 2x4 2x4 1-1-111-1-11 1-9-90-7-14 -0-11-0 0-11-0 1-1-11 1-1-11 1-9-9 0-7-14 1-0-01-8-01-4-81-8-07.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.08 0.02 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 8 8 5 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 *Except* 4-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-9 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=Mechanical, 6=Mechanical Max Horz 8=28(LC 5) Max Uplift 8=-5(LC 8), 5=-2(LC 4), 6=-14(LC 5) Max Grav 8=148(LC 1), 5=25(LC 3), 6=24(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) 8, 5, 6. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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) 7 lb down and 12 lb up at 1-9-7 on top chord, and 6 lb down and 5 lb up at 1-1-11 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 6-8=-20 Concentrated Loads (lb) Vert: 9=5(F) April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss GR06A Truss Type Jack-Open Girder Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352829 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:50 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-PPhDGqKMzLKwHrSlIIb9f3t_5yKxu7RDjVRX9xzR98p Scale = 1:11.3 1 2 3 4 8 7 5 9 63x4 3x4 3x4 2x4 2x4 1-1-111-1-11 1-9-90-7-14 -0-11-0 0-11-0 1-1-11 1-1-11 1-9-9 0-7-14 1-0-01-8-01-4-81-8-07.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.08 0.02 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 8 8 5 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 *Except* 4-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-9 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=Mechanical, 6=Mechanical Max Horz 8=28(LC 5) Max Uplift 8=-5(LC 8), 6=-14(LC 5) Max Grav 8=148(LC 1), 5=24(LC 3), 6=24(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) 8, 6. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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) 8 lb down and 15 lb up at 1-1-11 on top chord, and 6 lb down and 5 lb up at 1-1-11 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 6-8=-20 Concentrated Loads (lb) Vert: 9=5(B) April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss GR07 Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352830 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:51 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-ubFbTAL_kfSnv?1ys?7OBGP7tMdVdaYMx9A4hOzR98o Scale = 1:13.6 1 2 3 4 7 6 5 3x8 4x6 2x4 2x4 2x4 0-1-53-2-6 3-2-6 4-7-0 1-4-10 -0-11-0 0-11-0 3-2-6 3-2-6 4-7-0 1-4-10 0-10-02-0-112-2-02-0-110-3-85.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.20 0.25 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=38(LC 29) Max Uplift 7=-14(LC 8), 5=-14(LC 5) Max Grav 7=248(LC 1), 5=173(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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) 36 lb down and 43 lb up at 3-2-6 on top chord, and 14 lb down at 3-2-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss GR07 Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352830 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:51 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-ubFbTAL_kfSnv?1ys?7OBGP7tMdVdaYMx9A4hOzR98o LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-2(F) 6=-8(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 04_AMBLESIDE_MANORS Truss J01 Truss Type JACK-OPEN Qty 13 Ply 1 04 Ambleside Manors Job Reference (optional) I51352831 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:52 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-Mnp_gWLcVyaeX9c8QjedkUyItmz4M1dWApweDqzR98n Scale = 1:16.5 1 2 3 5 4 3x8 2x4 2x4 4-7-04-7-0 -0-11-0 0-11-0 4-7-0 4-7-0 0-10-02-8-150-3-85.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.25 0.17 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=55(LC 10) Max Uplift 5=-5(LC 10), 4=-25(LC 10) Max Grav 5=245(LC 1), 4=166(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss J02 Truss Type JACK-OPEN Qty 5 Ply 1 04 Ambleside Manors Job Reference (optional) I51352832 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:53 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-q_NMusMFGGiU8JBK_Q9sGhVUdAJI5UyfPTfBmGzR98m Scale = 1:16.5 1 2 3 4 8 7 6 5 3x8 2x4 3x4 3x4 3x4 2x4 2-3-82-3-8 4-7-02-3-8 -0-11-0 0-11-0 2-3-8 2-3-8 4-7-0 2-3-8 0-10-02-8-152-0-150-11-80-8-05.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-0-4], [7:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.17 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 6 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-1-8 Max Horz 8=55(LC 10) Max Uplift 8=-5(LC 10), 5=-25(LC 10) Max Grav 8=245(LC 1), 5=166(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss J03 Truss Type JACK-OPEN Qty 2 Ply 1 04 Ambleside Manors Job Reference (optional) I51352833 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:55 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-mMU6JXOVotyCOdKj5rBKL6arEz1pZNlysn8Iq9zR98k Scale = 1:13.2 1 2 5 3 43x4 3x4 1-9-91-9-9 -0-11-0 0-11-0 1-9-9 1-9-9 1-0-02-0-91-7-102-0-97.00 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 IBC2018/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 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 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 1-9-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=34(LC 10) Max Uplift 3=-23(LC 10) Max Grav 5=150(LC 1), 3=36(LC 17), 4=30(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss J04 Truss Type JACK-OPEN Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352834 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:57 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-ilctkDPlKVDwdwU6DGDoRXf9bnjF1HFFK5dPv1zR98i Scale = 1:11.2 1 2 5 3 43x4 3x4 1-11-11-10-9 -1-6-15 1-6-15 1-11-1 1-11-1 1-0-01-7-130-4-31-3-101-7-134.07 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.25 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 1-11-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-0, 3=Mechanical, 4=Mechanical Max Horz 5=31(LC 7) Max Uplift 5=-55(LC 6), 3=-12(LC 10) Max Grav 5=225(LC 1), 3=14(LC 1), 4=29(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss J05 Truss Type JACK-OPEN Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352835 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:54:59 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-f8kd8vR?s6TesEeUKhGGWylV5bOjVBlYnP6VzwzR98g Scale = 1:11.2 1 2 5 3 43x4 3x4 1-11-11-10-9 -1-6-15 1-6-15 1-11-1 1-11-1 1-0-01-7-130-4-31-3-101-7-134.07 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.25 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 1-11-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-0, 3=Mechanical, 4=Mechanical Max Horz 5=31(LC 7) Max Uplift 5=-55(LC 6), 3=-12(LC 10) Max Grav 5=225(LC 1), 3=14(LC 1), 4=29(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss J06 Truss Type JACK-OPEN Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352836 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:00 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-7KI?MFRecQbVUODguOnV2AHhr_jBEe?h03s3VMzR98f Scale = 1:13.7 1 4 2 3 3x4 3x4 3-5-53-4-13 3-5-5 3-5-5 1-0-02-2-04.07 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.01 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-5-0, 2=Mechanical, 3=Mechanical Max Horz 4=32(LC 7) Max Uplift 2=-30(LC 10) Max Grav 4=129(LC 1), 2=91(LC 1), 3=62(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) 2. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss M01 Truss Type ROOF SPECIAL Qty 9 Ply 1 04 Ambleside Manors Job Reference (optional) I51352837 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:01 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-bWsNZbSGNjjM6YotS6IkbNqh2Oz4z_lrEjbc2pzR98e Scale = 1:65.61 2 3 4 8 7 6 5 9 10 11 3x4 3x6 3x4 3x8 5x12 2x4 3x4 5x6 3x4 0-3-80-3-8 8-8-148-5-6 17-0-08-3-2 8-8-14 8-8-14 17-0-0 8-3-2 11-0-011-3-81-4-810-1-127.00 12 Plate Offsets (X,Y)-- [1:0-5-4,0-2-12], [4:0-2-8,Edge], [7:0-3-4,0-1-8], [9:0-2-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.50 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.24 0.04 (loc) 7-8 7-8 5 l/defl >999 >817 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* 1-7: 2x4 SPF No.2, 4-5: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 9=0-3-8 Max Horz 9=-257(LC 11) Max Uplift 5=-93(LC 11) Max Grav 5=664(LC 18), 9=657(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-838/336, 3-4=-760/169, 4-5=-593/133 BOT CHORD 1-9=-584/15 WEBS 1-7=-140/880, 3-7=-565/230, 4-7=-38/386 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 13-10-4, Exterior(2E) 13-10-4 to 16-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss M02 Truss Type ROOF SPECIAL Qty 5 Ply 1 04 Ambleside Manors Job Reference (optional) I51352838 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:02 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-3jPlnxTu81rDjhN3?ppz8bMtboHIiNB_TNL9aFzR98d Scale = 1:73.21 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x6 4x6 3x6 3x4 3x12 8x8 2x4 3x4 3x6 3x4 2x4 3x4 0-3-8 0-3-8 8-6-9 8-3-1 16-1-10 7-7-1 19-4-12 3-3-2 19-6-8 0-1-12 21-10-4 2-3-12 0-3-8 0-3-8 8-6-9 8-3-1 16-1-10 7-7-1 19-4-12 3-3-2 21-10-4 2-5-8 22-9-4 0-11-0 12-4-16-11-312-7-90-10-010-1-127.00 12 5.00 12 Plate Offsets (X,Y)-- [1:0-2-8,Edge], [4:0-2-12,0-2-4], [5:0-1-12,0-1-8], [8:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.62 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.23 0.43 (loc) 12-13 12-13 9 l/defl >999 >975 n/a L/d 240 180 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-12: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12 REACTIONS. (size)9=0-3-8, 14=0-3-8 Max Horz 14=-331(LC 11) Max Uplift 9=-129(LC 11) Max Grav 9=1029(LC 1), 14=737(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-754/362, 3-4=-707/215, 4-5=-720/131 BOT CHORD 1-14=-667/20, 10-12=-64/638 WEBS 1-12=-138/926, 3-12=-548/195, 4-10=-264/122, 5-9=-834/119, 5-10=-66/701 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 19-9-4, Exterior(2E) 19-9-4 to 22-9-4 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) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=129. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss M03 Truss Type MONOPITCH Qty 6 Ply 1 04 Ambleside Manors Job Reference (optional) I51352839 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:03 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-Xvz8_GUWvLz4LrxFZXKCgovCMCmZR?l7i14j6hzR98c Scale = 1:11.7 1 2 3 5 4 6 7 8 3x4 3x4 2x4 3x4 2-11-122-11-12 -0-11-0 0-11-0 3-3-4 3-3-4 0-5-01-9-60-10-140-10-81-9-65.00 12 Plate Offsets (X,Y)-- [6:0-2-0,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.05 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2-5 2-5 7 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 *Except* 3-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 7=0-1-8 Max Horz 2=37(LC 7) Max Uplift 2=-14(LC 10), 7=-6(LC 10) Max Grav 2=196(LC 1), 7=91(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 2-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 7 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) 7. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss T01 Truss Type COMMON Qty 2 Ply 1 04 Ambleside Manors Job Reference (optional) I51352840 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:04 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-?5XWCcV8ge5xz?WS7ErRD0SEqczbANUHxhqGe7zR98b Scale = 1:45.9 1 2 3 4 5 6 7 8 12 11 10 9 13 14 4x6 3x4 3x4 3x8 2x4 2x4 3x4 5x6 5x6 3x4 3x4 11-5-811-5-8 22-11-011-5-8 -0-11-0 0-11-0 2-0-0 2-0-0 5-1-15 3-1-15 11-5-8 6-3-9 17-9-1 6-3-9 20-11-0 3-1-15 22-11-0 2-0-0 1-0-07-8-31-0-07.00 12 Plate Offsets (X,Y)-- [9:Edge,0-2-0], [12: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 IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.64 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.63 0.03 (loc) 9-11 9-11 9 l/defl >873 >428 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 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-12,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 12=0-3-8 Max Horz 12=146(LC 9) Max Uplift 12=-9(LC 10) Max Grav 9=904(LC 1), 12=970(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-294/0, 3-4=-1158/61, 4-5=-955/47, 5-6=-956/47, 6-7=-1162/61, 7-8=-300/0 BOT CHORD 11-12=-67/935, 9-11=-5/941 WEBS 5-11=0/555, 6-11=-264/158, 4-11=-258/159, 3-12=-1092/85, 7-9=-1081/100 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 1-11-2, Interior(1) 1-11-2 to 8-5-8, Exterior(2R) 8-5-8 to 14-5-8, Interior(1) 14-5-8 to 19-9-4, Exterior(2E) 19-9-4 to 22-9-4 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) 12. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss T01A Truss Type COMMON Qty 7 Ply 1 04 Ambleside Manors Job Reference (optional) I51352841 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:05 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-TH5uPyVmRyDna95ehyNglD_Of?DQvpIQ9KZqBazR98a Scale = 1:45.5 1 2 3 4 5 6 7 11 10 9 8 12 13 4x6 3x4 3x4 2x4 3x8 3x4 3x6 3x4 5x8 3x4 11-5-811-5-8 20-7-89-2-0 -0-11-0 0-11-0 2-0-0 2-0-0 5-2-9 3-2-9 11-5-8 6-3-0 17-8-8 6-2-15 20-7-8 2-11-0 1-0-07-8-32-4-17.00 12 Plate Offsets (X,Y)-- [6:0-1-12,0-1-8], [11:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.92 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.74 0.02 (loc) 10-11 10-11 8 l/defl >657 >329 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-8,2-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. REACTIONS. (size)8=0-3-8, 11=0-3-8 Max Horz 11=158(LC 7) Max Uplift 11=-13(LC 10) Max Grav 8=812(LC 1), 11=879(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-349/0, 3-4=-1005/66, 4-5=-787/54, 5-6=-793/55 BOT CHORD 10-11=-75/817, 8-10=-31/537 WEBS 4-10=-277/154, 5-10=0/431, 6-8=-878/62, 3-11=-916/113 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 1-11-2, Interior(1) 1-11-2 to 8-5-8, Exterior(2R) 8-5-8 to 14-5-8, Interior(1) 14-5-8 to 17-5-12, Exterior(2E) 17-5-12 to 20-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss T01B Truss Type HIP Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352842 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:06 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-xUfGcIWOCGLeCJgqEfuvIRXYJPdQeJ9aO_JNj0zR98Z Scale = 1:42.4 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 4x6 5x8 5x6 3x4 3x8 2x4 3x4 3x4 3x4 5x6 3x4 0-1-1010-1-9 10-1-9 12-9-7 2-7-14 20-7-8 7-10-1 -0-11-0 0-11-0 2-0-0 2-0-0 5-2-10 3-2-10 10-1-9 4-10-15 12-9-7 2-7-14 20-7-8 7-10-1 1-0-06-9-56-10-152-4-16-9-57.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-12], [6:0-4-0,0-1-11], [7:0-3-4,0-1-4], [11:0-2-8,0-1-8], [12:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.68 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.49 0.02 (loc) 11-12 11-12 8 l/defl >999 >499 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-8,2-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 12=0-3-8 Max Horz 12=143(LC 7) Max Uplift 12=-9(LC 10) Max Grav 8=812(LC 1), 12=879(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-282/0, 3-4=-1001/55, 4-5=-835/56, 5-6=-659/72, 6-7=-838/57, 7-8=-736/43 BOT CHORD 11-12=-49/803, 10-11=0/627 WEBS 7-10=0/539, 3-12=-934/77 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 1-11-2, Interior(1) 1-11-2 to 5-10-11, Exterior(2R) 5-10-11 to 17-0-5, Interior(1) 17-0-5 to 17-5-12, Exterior(2E) 17-5-12 to 20-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 12. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss T01C Truss Type HIP Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352843 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:07 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-QgDeqeX1zZTVqTF1oNP8re4oCp0ENlyjde2wFSzR98Y Scale = 1:39.5 1 2 3 4 5 6 7 12 11 109 8 13 14 4x8 4x6 5x6 5x12 3x4 3x4 3x4 2x4 4x6 3x4 0-1-108-8-7 8-8-7 14-2-9 5-6-2 20-7-8 6-4-15 -0-11-0 0-11-0 2-0-0 2-0-0 5-1-13 3-1-13 8-8-7 3-6-10 14-2-9 5-6-2 20-7-8 6-4-15 1-0-05-11-56-0-152-4-15-11-57.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-0], [6:0-3-0,0-1-12], [7:Edge,0-1-12], [10:0-6-0,0-3-0], [12: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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.51 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.28 0.02 (loc) 11-12 11-12 8 l/defl >999 >886 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* 7-8,2-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 12=0-3-8 Max Horz 12=128(LC 7) Max Uplift 12=-3(LC 10) Max Grav 8=812(LC 1), 12=879(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1001/58, 4-5=-874/63, 5-6=-644/83, 6-7=-835/60, 7-8=-752/41 BOT CHORD 11-12=-26/796, 9-11=0/732 WEBS 5-11=0/297, 7-9=0/611, 3-12=-968/54 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 1-11-2, Interior(1) 1-11-2 to 4-5-8, Exterior(2R) 4-5-8 to 17-5-12, Exterior(2E) 17-5-12 to 20-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 12. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss T02 Truss Type Common Qty 6 Ply 1 04 Ambleside Manors Job Reference (optional) I51352844 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:08 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-usn11_YfktbMRcqDM4wNNsczXDJ_6DktrIoUnvzR98X Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 4x6 3x4 3x8 2x4 2x4 8x8 8x8 3x4 3x4 9-1-129-1-12 18-3-89-1-12 -0-11-0 0-11-0 2-0-0 2-0-0 4-8-15 2-8-15 9-1-12 4-4-13 13-6-9 4-4-13 16-3-8 2-8-15 18-3-8 2-0-0 19-2-8 0-11-0 0-10-04-7-120-10-05.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [8:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.67 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.28 0.03 (loc) 11-13 11-13 10 l/defl >999 >774 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* 2-13,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 10=0-3-8 Max Horz 13=37(LC 14) Max Uplift 13=-16(LC 10), 10=-16(LC 11) Max Grav 13=784(LC 1), 10=784(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1069/145, 4-5=-893/101, 5-6=-893/101, 6-7=-1069/145 BOT CHORD 11-13=-56/938, 10-11=-56/938 WEBS 5-11=0/414, 3-13=-985/169, 7-10=-985/169 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 1-11-5, Interior(1) 1-11-5 to 6-1-12, Exterior(2R) 6-1-12 to 12-1-12, Interior(1) 12-1-12 to 16-2-8, Exterior(2E) 16-2-8 to 19-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 10. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss T02A Truss Type COMMON Qty 2 Ply 1 04 Ambleside Manors Job Reference (optional) I51352845 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:09 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-M3KPFKYHVBjD3mPPwnRcw398HdfBrgz04yX1KLzR98W Scale = 1:31.2 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 4x6 8x8 3x4 3x8 2x4 2x4 8x8 3x4 3x4 9-1-129-1-12 18-3-89-1-12 -0-11-0 0-11-0 2-0-0 2-0-0 4-8-15 2-8-15 9-1-12 4-4-13 13-6-9 4-4-13 16-3-8 2-8-15 18-3-8 2-0-0 0-10-04-7-120-10-05.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [8:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.67 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.28 0.03 (loc) 9-10 9-10 9 l/defl >999 >773 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 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* 2-12,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-3-8, 9=0-3-8 Max Horz 12=42(LC 10) Max Uplift 12=-15(LC 10), 9=-3(LC 11) Max Grav 12=786(LC 1), 9=718(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1073/147, 4-5=-897/104, 5-6=-898/105, 6-7=-1080/152, 7-8=-253/0 BOT CHORD 10-12=-78/941, 9-10=-84/951 WEBS 5-10=0/416, 3-12=-990/172, 7-9=-972/176 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 1-11-5, Interior(1) 1-11-5 to 6-1-12, Exterior(2R) 6-1-12 to 12-1-12, Interior(1) 12-1-12 to 15-1-12, Exterior(2E) 15-1-12 to 18-1-12 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 9. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss T04 Truss Type HIP Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352846 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:11 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-IRS9g0aX1ozxI4Zo1CU4?UERwQJ7JSuJYG08OEzR98U Scale = 1:43.0 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 5x8 4x6 3x4 3x6 5x12 2x4 2x4 3x6 3x6 3x8 2x4 5x6 3x4 5x12 5x12 3x4 3x4 0-1-102-7-0 2-7-0 6-2-8 3-7-8 10-1-9 3-11-1 12-9-7 2-7-14 22-11-0 10-1-9 2-7-0 2-7-0 6-2-8 3-7-8 10-1-9 3-11-1 12-9-7 2-7-14 17-8-13 4-11-6 20-11-0 3-2-3 22-11-0 2-0-0 23-10-0 0-11-0 1-0-06-9-56-10-151-0-01-6-06-9-57.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [4:0-3-0,0-1-0], [5:0-3-0,0-1-12], [10:Edge,0-2-4], [12:0-3-0,0-1-8], [13:0-2-8,0-1-8], [16:0-4-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.71 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.51 0.21 (loc) 10-12 10-12 10 l/defl >999 >529 n/a L/d 240 180 n/a PLATES MT20 Weight: 101 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* 2-17: 2x4 SPF No.2, 3-14,1-18,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)18=0-3-8, 10=0-3-8 Max Horz 18=-131(LC 6) Max Uplift 10=-5(LC 11) Max Grav 18=901(LC 1), 10=969(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2666/79, 2-3=-1699/14, 3-4=-1736/97, 4-5=-800/64, 5-6=-978/46, 6-7=-1147/44, 7-8=-269/0, 1-18=-870/11 BOT CHORD 15-16=-119/2865, 12-13=0/773, 10-12=0/920 WEBS 2-16=-11/769, 3-15=-292/113, 2-15=-1451/134, 13-15=0/791, 4-15=-84/1110, 4-13=-263/0, 5-12=0/261, 1-16=-94/2147, 7-10=-1097/63 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-5 to 3-1-5, Interior(1) 3-1-5 to 5-10-11, Exterior(2R) 5-10-11 to 17-0-5, Interior(1) 17-0-5 to 20-10-0, Exterior(2E) 20-10-0 to 23-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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 Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss T04A Truss Type HIP Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352847 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:12 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-me0XtLb9o66owE7_bw?JYineQqi?2?zSmwmhxgzR98T Scale = 1:41.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 3x4 4x6 4x8 3x4 3x8 2x4 3x4 2x4 4x6 3x4 3x4 4x6 3x4 0-1-108-8-7 8-8-7 14-2-9 5-6-2 22-11-0 8-8-7 2-0-0 2-0-0 5-2-12 3-2-12 8-8-7 3-5-11 14-2-9 5-6-2 17-8-4 3-5-11 20-11-0 3-2-12 22-11-0 2-0-0 23-10-0 0-11-0 1-0-05-11-56-0-151-0-05-11-57.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [5:0-4-0,0-1-0], [10:Edge,0-1-12], [14:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.54 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.30 0.03 (loc) 10-11 10-11 10 l/defl >999 >906 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-14,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-1 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 14=0-3-8 Max Horz 14=-116(LC 8) Max Grav 10=970(LC 1), 14=904(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1152/60, 3-4=-1029/65, 4-5=-871/74, 5-6=-1025/63, 6-7=-1146/56 BOT CHORD 12-14=-3/919, 11-12=0/869, 10-11=0/912 WEBS 4-12=0/264, 5-11=0/263, 2-14=-1106/69, 7-10=-1121/55 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 4-5-8, Exterior(2R) 4-5-8 to 18-5-8, Interior(1) 18-5-8 to 20-10-0, Exterior(2E) 20-10-0 to 23-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss T04B Truss Type HIP Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352848 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:13 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-Eqaw5hcnYPEfYOiA9dWY4vKmUE2WnS0c?aVFT6zR98S Scale = 1:41.2 1 2 3 4 5 6 7 12 11 10 9 8 13 14 3x4 4x10 4x8 3x4 2x4 3x4 5x6 3x4 5x6 3x4 3x4 0-1-107-3-5 7-3-5 15-7-11 8-4-7 22-11-0 7-3-5 2-0-0 2-0-0 7-3-5 5-3-5 15-7-11 8-4-7 20-11-0 5-3-5 22-11-0 2-0-0 23-10-0 0-11-0 1-0-05-1-55-2-151-0-05-1-57.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-2], [4:0-4-0,0-1-11], [8:Edge,0-2-0], [12: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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.52 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.36 0.04 (loc) 9-11 9-11 8 l/defl >999 >747 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-4 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS. (size)8=0-3-8, 12=0-3-8 Max Horz 12=-101(LC 6) Max Grav 8=970(LC 1), 12=904(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1188/56, 3-4=-946/83, 4-5=-1185/54 BOT CHORD 11-12=0/954, 9-11=0/950, 8-9=0/950 WEBS 3-11=0/319, 4-9=0/320, 2-12=-1162/55, 5-8=-1179/35 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 19-10-10, Interior(1) 19-10-10 to 20-10-0, Exterior(2E) 20-10-0 to 23-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss T04C Truss Type HIP Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352849 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:14 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-i08II1cQJjMW9XHNiL1nd7syVeInWrxlEEFo?YzR98R Scale = 1:41.1 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 3x4 4x6 4x6 3x6 3x4 3x4 3x4 4x6 3x4 4x6 3x4 3x4 0-1-105-10-2 5-10-2 17-0-14 11-2-11 22-11-0 5-10-2 2-0-0 2-0-0 5-10-2 3-10-2 11-5-8 5-7-6 17-0-14 5-7-6 20-11-0 3-10-2 22-11-0 2-0-0 23-10-0 0-11-0 1-0-04-3-54-4-151-0-04-3-57.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12], [5:0-3-0,0-1-12], [9:Edge,0-1-8], [13: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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.90 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.43 -0.92 0.04 (loc) 10-12 10-12 9 l/defl >624 >295 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 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* 1-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-4 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. REACTIONS. (size)9=0-3-8, 13=0-3-8 Max Horz 13=-86(LC 6) Max Grav 9=970(LC 1), 13=904(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1236/9, 3-4=-986/40, 4-5=-980/43, 5-6=-1232/11 BOT CHORD 12-13=0/994, 10-12=-39/1295, 9-10=0/988 WEBS 3-12=0/476, 4-12=-444/130, 4-10=-448/129, 5-10=0/477, 2-13=-1258/0, 6-9=-1277/0 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 10-1-1, Interior(1) 10-1-1 to 12-9-15, Exterior(2R) 12-9-15 to 20-11-14, Exterior(2E) 20-11-14 to 23-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss T04D Truss Type HIP Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352850 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:15 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-BDigVNd241UNnhsZG2Y09KP731lrFMvuSu_MX?zR98Q Scale = 1:41.1 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 3x4 4x6 4x6 3x6 2x4 3x8 2x4 2x4 4x8 3x4 4x8 3x4 3x4 0-1-104-5-0 4-5-0 11-5-8 7-0-8 18-6-0 7-0-8 22-11-0 4-5-0 2-0-0 2-0-0 4-5-0 2-5-0 11-5-8 7-0-8 18-6-0 7-0-8 20-11-0 2-5-0 22-11-0 2-0-0 23-10-0 0-11-0 1-0-03-5-53-6-151-0-03-5-57.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-0], [5:0-3-0,0-1-0], [9:Edge,0-1-8], [14: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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.46 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.25 0.04 (loc) 11 10-11 9 l/defl >999 >999 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* 1-14,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-13 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 14=0-3-8 Max Horz 14=-71(LC 6) Max Grav 9=970(LC 1), 14=904(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1223/10, 3-4=-1760/40, 4-5=-1760/40, 5-6=-1217/11 BOT CHORD 13-14=-30/991, 11-13=-32/988, 10-11=0/980, 9-10=0/983 WEBS 3-11=-80/891, 4-11=-542/132, 5-11=-80/896, 2-14=-1211/0, 6-9=-1230/0 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 8-7-15, Interior(1) 8-7-15 to 14-3-1, Exterior(2R) 14-3-1 to 20-11-14, Exterior(2E) 20-11-14 to 23-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss T05 Truss Type HIP Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352851 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:16 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-fPG2jjegrKcEPrRlqm3FiYyMqR6k_nw2hYkv4RzR98P Scale = 1:37.9 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 4x8 4x6 4x6 3x4 2x4 3x4 2x4 2x4 3x4 3x4 5x8 3x8 3x6 4x8 0-1-102-3-8 2-3-8 7-3-5 4-11-13 13-4-0 6-0-11 15-7-11 2-3-11 20-7-8 4-11-13 -0-11-0 0-11-0 2-3-8 2-3-8 7-3-5 4-11-13 13-4-0 6-0-11 15-7-11 2-3-11 20-7-8 4-11-13 1-0-05-1-55-2-152-4-10-8-05-1-57.00 12 Plate Offsets (X,Y)-- [3:0-1-8,0-1-8], [4:0-4-0,0-1-0], [6:0-3-0,0-1-0], [7:Edge,0-1-12], [11:0-2-8,0-2-0], [13:0-2-8,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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.42 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.14 0.04 (loc) 11-12 11-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 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* 3-14,5-10,7-8,2-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-6 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)15=0-3-8, 8=Mechanical Max Horz 15=114(LC 7) Max Grav 15=875(LC 1), 8=809(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1373/54, 3-4=-1149/51, 4-5=-936/82, 5-6=-945/85, 6-7=-792/59, 7-8=-764/38, 2-15=-841/48 BOT CHORD 12-13=-76/1189, 11-12=-24/928 WEBS 5-11=-365/103, 3-12=-324/128, 4-12=0/315, 9-11=0/620, 6-11=-78/665, 6-9=-339/43, 7-9=0/639, 2-13=-36/1125 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-12, Interior(1) 2-1-12 to 3-0-6, Exterior(2R) 3-0-6 to 17-5-12, Exterior(2E) 17-5-12 to 20-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss T06 Truss Type HIP Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352852 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:17 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-7bpQw3fIcek50?0yOTaUFlUQIrQajFcBwCTSctzR98O Scale = 1:37.0 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 18 4x10 4x6 3x6 3x4 2x4 3x4 5x8 2x4 2x4 3x4 3x4 3x8 3x6 4x8 0-1-102-3-8 2-3-8 5-10-2 3-6-10 13-4-0 7-5-14 17-0-14 3-8-14 20-7-8 3-6-10 -0-11-0 0-11-0 2-3-8 2-3-8 5-10-2 3-6-10 13-4-0 7-5-14 17-0-14 3-8-14 20-7-8 3-6-10 1-0-04-3-54-4-152-4-10-8-04-3-57.00 12 Plate Offsets (X,Y)-- [3:0-1-8,0-1-8], [4:0-5-0,0-1-2], [6:0-3-0,0-1-0], [11:0-2-8,0-2-0], [13:0-2-8,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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.58 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.28 0.05 (loc) 11-12 11-12 8 l/defl >999 >863 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-14,5-10,7-8,2-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)15=0-3-8, 8=Mechanical Max Horz 15=99(LC 7) Max Grav 15=875(LC 1), 8=809(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1316/30, 3-4=-1234/21, 4-5=-1200/53, 5-6=-1211/57, 6-7=-708/38, 7-8=-780/16, 2-15=-843/44 BOT CHORD 12-13=-82/1123, 11-12=-45/1045 WEBS 5-11=-458/120, 4-12=0/317, 9-11=-7/532, 6-11=-86/858, 6-9=-360/50, 7-9=0/649, 2-13=-15/1043 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-12, Exterior(2R) 2-1-12 to 10-1-1, Interior(1) 10-1-1 to 12-9-15, Exterior(2R) 12-9-15 to 17-5-12, Exterior(2E) 17-5-12 to 20-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss T07 Truss Type HIP Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352853 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:19 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-3_xBLlgY8F_oGJAKVudyKAanUf1fB7dUNWyZgmzR98M Scale = 1:37.4 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 5x8 4x6 4x6 3x4 2x4 3x4 2x4 2x4 3x4 3x4 5x12 3x8 3x6 4x8 0-1-102-3-8 2-3-8 4-5-0 2-1-8 13-4-0 8-11-0 18-6-0 5-2-0 20-7-8 2-1-8 -0-11-0 0-11-0 2-3-8 2-3-8 4-5-0 2-1-8 13-4-0 8-11-0 18-6-0 5-2-0 20-7-8 2-1-8 1-0-03-5-53-6-152-4-10-8-03-5-57.00 12 Plate Offsets (X,Y)-- [3:0-1-8,0-1-8], [4:0-4-0,0-1-11], [6:0-3-0,0-1-0], [11:0-3-12,0-2-4], [13:0-2-8,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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.79 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.49 0.05 (loc) 11-12 11-12 8 l/defl >999 >496 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-14,5-10,7-8,2-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-1 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)15=0-3-8, 8=Mechanical Max Horz 15=84(LC 7) Max Uplift 8=-1(LC 6) Max Grav 15=875(LC 1), 8=809(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1277/15, 3-4=-1360/13, 4-5=-1642/97, 5-6=-1653/103, 6-7=-550/19, 7-8=-814/0, 2-15=-845/34 BOT CHORD 12-13=-90/1072, 11-12=-56/1199 WEBS 5-11=-545/142, 4-12=0/330, 4-11=-141/520, 9-11=-15/381, 6-11=-128/1320, 6-9=-445/68, 7-9=-1/670, 2-13=-26/987 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-12, Exterior(2R) 2-1-12 to 8-7-15, Interior(1) 8-7-15 to 14-3-1, Exterior(2R) 14-3-1 to 18-6-0, Exterior(2E) 18-6-0 to 20-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 8. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss T08 Truss Type SCISSORS Qty 5 Ply 1 04 Ambleside Manors Job Reference (optional) I51352854 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:20 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-XAVZZ4hAvZ6fuTlW3b8BsO6422VwwfSecAi6DCzR98L Scale = 1:29.1 1 2 3 4 5 6 7 10 9 8 4x6 5x6 3x4 3x4 3x8 3x4 3x8 3x4 5-11-85-11-8 11-11-05-11-8 -0-11-0 0-11-0 2-0-0 2-0-0 5-11-8 3-11-8 9-11-0 3-11-8 11-11-0 2-0-0 12-10-0 0-11-0 1-0-04-5-111-0-01-7-137.00 12 3.50 12 Plate Offsets (X,Y)-- [8:0-3-3,0-1-8], [10:0-3-3,0-1-8] 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.23 0.28 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.05 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,6-8: 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)10=0-3-8, 8=0-3-8 Max Horz 10=93(LC 9) Max Uplift 10=-10(LC 10), 8=-10(LC 11) Max Grav 10=529(LC 1), 8=529(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-702/32, 4-5=-702/32 BOT CHORD 9-10=0/585, 8-9=0/585 WEBS 4-9=0/458, 3-10=-700/0, 5-8=-700/0 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 1-11-2, Interior(1) 1-11-2 to 2-11-8, Exterior(2R) 2-11-8 to 8-11-8, Interior(1) 8-11-8 to 9-10-0, Exterior(2E) 9-10-0 to 12-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 10, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss V01 Truss Type GABLE Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352855 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:20 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-XAVZZ4hAvZ6fuTlW3b8BsO64L2XBwhOecAi6DCzR98L Scale = 1:25.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 11 10 9 8 7 12 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-5-7 9-5-7 3-11-40-0-45.00 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.21 0.13 0.04 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: 62 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 9-5-7. (lb) - Max Horz 11=-110(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 11, 10, 9, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 11, 6, 10, 9, 8 except 7=283(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 4-2-8, Interior(1) 4-2-8 to 5-10-13, Exterior(2R) 5-10-13 to 8-10-13 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 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) 11, 10, 9, 8, 7. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss V02 Truss Type GABLE Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352856 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:21 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-?M3xmQipgtEWVcKjdJfQPbf6CSg9f8BnrqRglezR98K Scale = 1:20.6 1 2 3 3x4 3x4 3x4 7-5-7 7-5-7 3-1-40-0-45.00 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.78 0.98 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 2 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 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 7-5-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied. REACTIONS. (size)3=7-5-7, 2=7-5-7 Max Horz 3=-84(LC 6) Max Uplift 3=-22(LC 11), 2=-5(LC 11) Max Grav 3=269(LC 1), 2=269(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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, 2. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss V03 Truss Type Valley Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352857 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:22 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-TZdJzmjRRAMN7muvA0AfypBH_s8MObRw3UBDH5zR98J Scale = 1:15.5 1 2 3 3x4 3x4 3x4 5-5-7 5-5-7 2-3-40-0-45.00 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.78 0.47 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 2 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 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=5-4-14, 2=5-4-14 Max Horz 3=-60(LC 6) Max Uplift 3=-16(LC 11), 2=-3(LC 11) Max Grav 3=192(LC 1), 2=192(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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, 2. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss V04 Truss Type Valley Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352858 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:23 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-ylBiB6j3CUUElwT5kkhuU0kbGGZl72h4I8wnpXzR98I Scale = 1:10.0 1 2 3 3x4 3x4 3x4 3-5-7 3-5-7 1-5-40-0-45.00 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=3-4-14, 2=3-4-14 Max Horz 3=-35(LC 6) Max Uplift 3=-9(LC 11), 2=-2(LC 11) Max Grav 3=110(LC 1), 2=110(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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, 2. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss V05 Truss Type GABLE Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352859 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:23 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-ylBiB6j3CUUElwT5kkhuU0ka6GaP71E4I8wnpXzR98I Scale = 1:30.0 1 2 3 4 5 6 10 9 8 7 11 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 15-10-815-10-8 10-11-0 10-11-0 15-10-8 4-11-8 0-0-44-6-92-5-135.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge], [7:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.10 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 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 15-10-8. (lb) - Max Horz 1=63(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 7, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 8=331(LC 1), 9=324(LC 23), 10=319(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-9-1 to 3-10-8, Interior(1) 3-10-8 to 7-10-8, Exterior(2R) 7-10-8 to 12-9-4, Exterior(2E) 12-9-4 to 15-9-4 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 9, 10. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss V06 Truss Type GABLE Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352860 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:24 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-Qxk4OSkhzoc5M42IIRC71EHkVgugsV6DXogKMzzR98H Scale = 1:22.8 1 2 3 4 5 8 7 6 9 10 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 13-0-1513-0-15 8-1-7 8-1-7 13-0-15 4-11-8 0-0-43-4-91-3-135.00 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.16 0.05 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 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 13-0-15. (lb) - Max Horz 1=40(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 6, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=295(LC 1), 8=380(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-260/117 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 5-0-15, Exterior(2R) 5-0-15 to 9-11-11, Exterior(2E) 9-11-11 to 12-11-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 6, 8. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss V07 Truss Type GABLE Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352861 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:25 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-u8IScolJk5ky_EdUs8kMZRpuI3D4bySNmSPtuQzR98G Scale = 1:17.1 1 2 3 4 5 6 3x6 3x6 3x6 2x4 10-7-1010-7-10 5-3-13 5-3-13 10-7-10 5-3-13 0-0-42-2-90-0-45.00 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.22 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: 21 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=10-7-10, 3=10-7-10, 4=10-7-10 Max Horz 1=24(LC 14) Max Uplift 1=-10(LC 10), 3=-13(LC 11) Max Grav 1=161(LC 23), 3=161(LC 24), 4=418(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-9-1 to 3-9-1, Exterior(2R) 3-9-1 to 6-10-9, Exterior(2E) 6-10-9 to 9-10-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss V08 Truss Type Valley Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352862 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:26 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3ieZylGbxQ5CD1C1_?p3G9zK9S_-MKsqp8mxVPspcOCgPsFb6fM8PTXgKPQW_69RQszR98F Scale = 1:9.7 1 2 3 3x4 3x4 3x4 4-11-134-11-13 5-0-70-0-10 2-6-3 2-6-3 5-0-7 2-6-3 0-0-41-0-90-0-45.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 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: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-11-4, 3=4-11-4 Max Horz 1=-10(LC 15) Max Uplift 1=-1(LC 10), 3=-1(LC 11) Max Grav 1=157(LC 1), 3=157(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 04_AMBLESIDE_MANORS Truss V09 Truss Type Valley Qty 1 Ply 1 04 Ambleside Manors Job Reference (optional) I51352863 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Apr 13 10:55:27 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-qWQC1UmZFj_gDXntzZmqesvIZtsG3sgfDmu_yIzR98E Scale = 1:10.4 1 2 3 3x4 3x4 3x4 0-0-100-0-10 5-7-25-6-8 2-9-9 2-9-9 5-7-2 2-9-9 0-0-41-2-00-0-45.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.42 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-5-15, 3=5-5-15 Max Horz 1=11(LC 10) Max Uplift 1=-1(LC 10), 3=-1(LC 11) Max Grav 1=179(LC 1), 3=179(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 13,2022 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