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HomeMy WebLinkAboutAMBH 047 - I4957949416023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). January 7,2022 Liu, Xuegang Pages or sheets covered by this seal: I49579494 thru I49579521 My license renewal date for the state of Indiana is July 31, 2022. 47_Ambleside_Ride_Load IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss GE01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) I49579494 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:19 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-z3UkO3z2PAacWqRVATJQ5lbgQXjLWu4gMMXatDzy3GE Scale = 1:42.8 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 34 35 3x4 3x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-11-0 20-11-0 -0-11-0 0-11-0 10-5-8 10-5-8 20-11-0 10-5-8 21-10-0 0-11-0 0-11-06-1-120-11-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.07 0.03 0.08 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 120 120 n/a PLATES MT20 Weight: 238 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 20-11-0. (lb) - Max Horz 33=-68(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 33, 18, 26, 27, 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, 27, 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- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 10-5-8, Corner(3R) 10-5-8 to 13-5-8, Exterior(2N) 13-5-8 to 21-10-0 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, 27, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) I49579495 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:21 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-vScVol_IxnrKl8buHuLuAAg0zLP?_pMzqg0hx6zy3GC Scale = 1:27.5 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 3x4 3x4 4x6 3x4 3x4 2x42x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-5-0 13-5-0 -0-11-0 0-11-0 6-8-8 6-8-8 13-5-0 6-8-8 14-4-0 0-11-0 0-11-04-3-40-11-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.07 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 13-5-0. (lb) - Max Horz 24=51(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 6-8-8, Corner(3R) 6-8-8 to 9-8-8, Exterior(2N) 9-8-8 to 14-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss GE03 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) I49579496 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:23 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-rqjFDQ0YTO52?RlHPJOMGbmC88wSSgEGH_Vn0?zy3GA Scale = 1:41.8 Sheet Back Right Option 4-5-0 1 Ply 7/16OSB8 1 2 3 4 5 6 7 16 15 14 12 11 10 9 8 31 32 33 34 13 4x6 3x6 3x4 3x8 2x42x4 3x6 6x6 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-10-0 9-10-0 13-5-0 3-7-0 15-3-0 1-10-0 19-8-0 4-5-0 -0-11-0 0-11-0 5-0-4 5-0-4 6-8-8 1-8-4 9-10-0 3-1-8 14-7-12 4-9-12 19-8-0 5-0-4 20-7-0 0-11-0 0-11-05-10-00-11-06.00 12 Plate Offsets (X,Y)-- [2:0-3-15,Edge], [8:Edge,0-1-8], [18:0-1-6,0-0-12], [19:0-0-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.66 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.46 0.02 (loc) 15-16 15-16 8 l/defl >718 >338 n/a L/d 240 180 n/a PLATES MT20 Weight: 146 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* 2-16,6-8: 2x6 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 6-6-8 except (jt=length) 16=0-3-8, 13=0-3-8. (lb) - Max Horz 16=66(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 16, 8, 11, 13 except 12=-210(LC 1), 9=-252(LC 1) Max Grav All reactions 250 lb or less at joint(s) 12, 11, 10, 9, 13 except 16=801(LC 1), 8=907(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-978/118, 3-4=-739/93, 4-5=-741/95, 5-6=-991/126, 2-16=-687/135, 6-8=-680/131 BOT CHORD 15-16=-49/784, 13-15=-50/803, 12-13=-50/803, 11-12=-50/803, 10-11=-50/803, 9-10=-50/803, 8-9=-50/803 WEBS 4-15=0/362 NOTES- 1) Unbalanced roof live loads have been 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 9-10-0, Exterior(2R) 9-10-0 to 12-10-0, Interior(1) 12-10-0 to 20-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable 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, 8, 11, 13 except (jt=lb) 12=210, 9=252. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss GE04 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Job Reference (optional) I49579497 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:27 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-kczm3o33XdbUT322e9SIQRw3clS7OVKrCbT?9mzy3G6 Scale = 1:77.8 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 18 19 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 4948 47 46 45 44 43 42 41 40 74 75 3x6 3x6 5x6 3x6 3x6 3x4 3x6 6x8 3x6 3x8 3x6 44-2-8 44-2-8 -0-11-0 0-11-0 17-10-8 17-10-8 25-3-0 7-4-8 44-2-8 18-11-8 45-1-8 0-11-0 0-9-06-8-810-4-120-11-04.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5], [38:0-2-8,0-2-1], [61:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.06 0.04 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.01 (loc) 38 39 38 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 716 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-14, Right 2x6 SPF No.2 1-10-0 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. WEBS 1 Row at midpt 23-54, 22-55, 21-56, 24-53, 25-52 REACTIONS. All bearings 44-2-8. (lb) - Max Horz 2=120(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 56, 57, 58, 59, 60, 62, 63, 65, 66, 67, 68, 69, 70, 71, 72, 73, 52, 51, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40 Max Grav All reactions 250 lb or less at joint(s) 2, 54, 55, 56, 57, 58, 59, 60, 62, 63, 65, 66, 67, 68, 69, 70, 71, 72, 73, 53, 52, 51, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 38 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been 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 3-6-1, Exterior(2N) 3-6-1 to 25-3-0, Corner(3R) 25-3-0 to 29-8-1, Exterior(2N) 29-8-1 to 45-1-8 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) 56, 57, 58, 59, 60, 62, 63, 65, 66, 67, 68, 69, 70, 71, 72, 73, 52, 51, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss GE05 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) I49579498 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:29 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-g_4WUU5J3ErCjMCQlZUmVs?FNZ_gsHx8fvy6Dezy3G4 Scale = 1:81.1 Sheet Front Center 0-0-0 37-7-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 29 30 31 32 3x6 5x8 5x6 3x6 3x6 3x4 3x4 3x6 5x6 3x4 4x8 3x4 3x4 4x8 3x4 3x4 3x4 2x4 4x10 4x6 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 6-1-3 6-1-3 6-7-0 0-5-13 11-11-13 5-4-13 17-10-8 5-10-11 25-3-0 7-4-8 31-6-0 6-3-0 37-9-0 6-3-0 44-2-8 6-5-8 -0-11-0 0-11-0 6-1-3 6-1-3 11-11-13 5-10-11 17-10-8 5-10-11 25-3-0 7-4-8 31-6-0 6-3-0 37-9-0 6-3-0 44-2-8 6-5-8 0-9-06-8-810-4-120-11-04.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5], [13:0-7-1,Edge], [21:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.68 0.61 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.30 0.09 (loc) 15 17-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 203 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8,10-13: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-2-8, Right 2x6 SPF No.2 3-8-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-17, 9-17 REACTIONS. All bearings 6-7-0 except (jt=length) 13=Mechanical, 22=0-3-8, 22=0-3-8. (lb) - Max Horz 2=-124(LC 17) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 24 except 23=-165(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 24, 25 except 23=1489(LC 1), 13=1488(LC 1), 22=582(LC 3), 22=443(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=0/488, 4-6=-1623/153, 6-7=-1973/180, 7-8=-1658/205, 8-9=-1650/212, 9-11=-2099/185, 11-13=-2523/151 BOT CHORD 2-25=-393/32, 24-25=-393/32, 23-24=-393/32, 22-23=-393/32, 21-22=-393/32, 19-21=-60/1481, 17-19=-16/1821, 15-17=-1/1831, 14-15=-55/2087, 13-14=-55/2087 WEBS 4-23=-1846/127, 4-21=-26/2032, 6-21=-709/75, 6-19=0/426, 7-17=-613/113, 8-17=-50/999, 9-17=-679/114, 9-15=0/360, 11-15=-340/84, 11-14=0/258 NOTES- 1) Unbalanced roof live loads have been 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 3-6-1, Interior(1) 3-6-1 to 25-3-0, Exterior(2R) 25-3-0 to 29-8-1, Interior(1) 29-8-1 to 44-2-8 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 24 except (jt=lb) 23=165. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss GE06 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) I49579499 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:32 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-4Zmf6V7BM9Dmaqx?Ri2T7Vdv8m973lMaLtAmqzzy3G1 Scale = 1:65.6 Sheet Back Full Sheathing 1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2829 30 31 32 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 63 3x6 5x6 3x6 3x4 3x4 3x8 3x6 6x8 3x6 37-11-0 37-11-0 -0-11-0 0-11-0 18-11-8 18-11-8 37-11-0 18-11-8 0-11-010-4-120-11-06.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-1], [33:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.07 0.05 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 33 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 643 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 17-48, 16-49, 15-50, 18-47, 19-46 REACTIONS. All bearings 37-11-0. (lb) - Max Horz 2=120(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 2, 50, 51, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 46, 45, 43, 42, 41, 40, 39, 38, 37, 36, 34 Max Grav All reactions 250 lb or less at joint(s) 33, 2, 48, 49, 50, 51, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 47, 46, 45, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-11-8, Exterior(2N) 2-11-8 to 18-11-8, Corner(3R) 18-11-8 to 22-11-8, Exterior(2N) 22-11-8 to 37-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) 2, 50, 51, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 46, 45, 43, 42, 41, 40, 39, 38, 37, 36, 34. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss M01 Truss Type Monopitch Qty 6 Ply 1 Job Reference (optional) I49579500 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:33 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-ZmK1Kr8q6TLdB_WC_PZigiA_HARloEqkaXwJMPzy3G0 Scale = 1:14.7 1 2 3 4 5 3x4 3x6 3x4 3x4 5-4-12 5-4-12 -0-11-0 0-11-0 5-4-12 5-4-12 0-8-82-3-61-11-140-3-82-3-63.50 12 Plate Offsets (X,Y)-- [2:0-4-6,0-0-3], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.43 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 0.00 (loc) 2-5 2-5 5 l/defl >999 >691 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-8-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 5=0-1-8 Max Horz 2=56(LC 9) Max Uplift 2=-31(LC 8), 5=-15(LC 12) Max Grav 2=270(LC 1), 5=205(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-3-0 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 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) 5 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) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss M02 Truss Type Monopitch Qty 3 Ply 1 Job Reference (optional) I49579501 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:34 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-1yuPXB9StnTUp85OY74xCwjBcapaXh4tpBftuszy3G? Scale = 1:12.7 1 2 3 4 5 3x4 3x6 3x4 3x4 4-4-12 4-4-12 -0-11-0 0-11-0 4-4-12 4-4-12 0-8-81-11-141-8-60-3-81-11-143.50 12 Plate Offsets (X,Y)-- [2:0-4-6,0-0-3], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 2-5 2-5 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 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-2-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 5=0-1-8 Max Horz 2=47(LC 9) Max Uplift 2=-30(LC 8), 5=-12(LC 12) Max Grav 2=231(LC 1), 5=164(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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 4-3-0 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 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) 5 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) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss T01 Truss Type Common Qty 11 Ply 1 Job Reference (optional) I49579502 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:35 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-V8SnkX94e4bLRHfa6qbAl7FIb_zuG3J12rPQRIzy3G_ Scale = 1:39.4 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 4x6 3x6 3x8 2x42x4 3x4 4x8 3x4 4x8 3x4 3x4 10-5-8 10-5-8 20-11-0 10-5-8 -0-11-0 0-11-0 3-0-0 3-0-0 5-4-0 2-4-0 10-5-8 5-1-8 15-7-0 5-1-8 17-11-0 2-4-0 20-11-0 3-0-0 21-10-0 0-11-0 0-11-06-1-120-11-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.87 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.46 0.03 (loc) 11-13 10-11 10 l/defl >999 >541 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 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 5-4-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-3-8, 13=0-3-8 Max Horz 13=-68(LC 10) Max Uplift 10=-13(LC 13), 13=-13(LC 12) Max Grav 10=889(LC 1), 13=889(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-307/0, 3-4=-1104/107, 4-5=-934/79, 5-6=-934/79, 6-7=-1104/107, 7-8=-307/0 BOT CHORD 11-13=-43/952, 10-11=-30/952 WEBS 5-11=0/503, 3-13=-959/119, 7-10=-959/119 NOTES- 1) Unbalanced roof live loads have been 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 10-5-8, Exterior(2R) 10-5-8 to 13-5-8, Interior(1) 13-5-8 to 21-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 13. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss T02 Truss Type Common Qty 2 Ply 1 Job Reference (optional) I49579503 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:36 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-zK0AytAiPOjC2REmgX6PHLoOUOS6?aFAGV8_ykzy3Fz Scale = 1:27.3 1 2 3 4 5 8 7 6 9 10 11 12 4x6 6x10 6x10 2x4 6-8-8 6-8-8 13-5-0 6-8-8 -0-11-0 0-11-0 6-8-8 6-8-8 13-5-0 6-8-8 14-4-0 0-11-0 0-11-04-3-40-11-06.00 12 Plate Offsets (X,Y)-- [6:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.88 0.30 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=0-3-8, 6=0-3-8 Max Horz 8=-51(LC 10) Max Uplift 8=-13(LC 12), 6=-13(LC 13) Max Grav 8=589(LC 1), 6=589(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-619/110, 3-4=-619/110, 2-8=-519/150, 4-6=-519/150 BOT CHORD 7-8=-12/465, 6-7=-12/465 WEBS 3-7=0/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-8-8, Exterior(2R) 6-8-8 to 9-8-8, Interior(1) 9-8-8 to 14-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 8, 6. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss T03 Truss Type Roof Special Qty 4 Ply 1 Job Reference (optional) I49579504 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:38 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-vj7wNZCyx?_wIlO9ny9tNmtiZB_BTH_Tkpd41dzy3Fx Scale = 1:81.2 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 3x6 5x6 5x6 3x8 8x8 3x16 MT18HS 3x4 5x6 3x4 5x8 3x4 3x4 2x4 5x10 MT18HS 3x4 3x6 3x8 MT18HS 3x8 MT18HS 9-0-8 9-0-8 17-10-8 8-10-0 25-3-0 7-4-8 35-3-8 10-0-8 44-2-8 8-11-0 -0-11-0 0-11-0 4-0-0 4-0-0 9-0-8 5-0-8 17-10-8 8-10-0 25-3-0 7-4-8 31-6-0 6-3-0 37-9-0 6-3-0 41-2-8 3-5-8 44-2-8 3-0-0 45-1-8 0-11-0 0-9-06-8-810-4-120-11-04.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-4-12,0-3-0], [20:0-2-8,0-2-8], [21:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.97 0.90 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.72 0.15 (loc) 14-16 14-16 13 l/defl >999 >731 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 176 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 3-5: 2x4 SP 2400F 2.0E, 6-8,8-12: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 15-17: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,2-20: 2x4 SPF No.2, 2-21: 2x6 SP 2400F 2.0E 11-13: 2x4 SPF-S Stud 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 4-18, 5-16, 7-16 REACTIONS. (size) 21=0-3-8, 13=0-3-8 Max Horz 21=116(LC 11) Max Uplift 21=-38(LC 12) Max Grav 21=1822(LC 1), 13=1817(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3976/185, 4-5=-3168/201, 5-6=-2216/215, 6-7=-2208/220, 7-9=-2717/189, 9-10=-2833/169, 10-11=-258/22, 2-21=-1730/167 BOT CHORD 20-21=-191/1076, 18-20=-108/3690, 16-18=-44/2928, 14-16=-21/2275, 13-14=-71/2424 WEBS 4-20=0/251, 4-18=-865/130, 5-18=0/529, 5-16=-1374/123, 6-16=-61/1512, 7-16=-613/138, 7-14=0/352, 10-13=-2690/136, 2-20=-15/2618 NOTES- 1) Unbalanced roof live loads have been 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 3-6-1, Interior(1) 3-6-1 to 25-3-0, Exterior(2R) 25-3-0 to 29-8-1, Interior(1) 29-8-1 to 45-1-8 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss T04 Truss Type Roof Special Qty 6 Ply 1 Job Reference (optional) I49579505 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:40 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-r6FgoEDDTdEeX3YYvNBLSBz21?hJxFbmB76B5Vzy3Fv Scale = 1:80.4 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 28 29 30 31 3x12 5x8 5x6 3x8 6x16 3x8 3x16 MT18HS 3x4 2x4 3x4 5x8 3x4 3x4 2x4 6x10 4x6 3x8 MT18HS 3x8 MT18HS 9-0-8 9-0-8 17-10-8 8-10-0 25-3-0 7-4-8 35-3-8 10-0-8 44-2-8 8-11-0 -0-11-0 0-11-0 9-0-8 9-0-8 17-10-8 8-10-0 25-3-0 7-4-8 31-6-0 6-3-0 37-9-0 6-3-0 44-2-8 6-5-8 0-9-06-8-810-4-120-11-04.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-5], [6:0-6-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.97 0.86 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.81 0.21 (loc) 17-19 17-19 12 l/defl >999 >658 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 165 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-16: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-15: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-6-0, Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-17, 6-15, 8-15 REACTIONS. (size) 2=0-3-8, 12=0-3-8 Max Horz 2=126(LC 12) Max Uplift 2=-36(LC 12) Max Grav 2=1824(LC 1), 12=1768(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3994/193, 4-6=-3233/205, 6-7=-2260/218, 7-8=-2246/224, 8-10=-2789/198, 10-12=-2942/179 BOT CHORD 2-19=-127/3713, 17-19=-127/3713, 15-17=-64/2998, 13-15=-41/2315, 12-13=-94/2526 WEBS 4-19=0/307, 4-17=-824/139, 6-17=0/533, 6-15=-1418/126, 7-15=-61/1544, 8-15=-618/138, 8-13=0/380 NOTES- 1) Unbalanced roof live loads have been 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 3-6-1, Interior(1) 3-6-1 to 25-3-0, Exterior(2R) 25-3-0 to 29-8-1, Interior(1) 29-8-1 to 44-2-8 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss T05 Truss Type Common Qty 4 Ply 1 Job Reference (optional) I49579506 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:41 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-KIp3?aErEwMV9C7kS5ia_OVDPP?IgkkvQnskdyzy3Fu Scale = 1:67.3 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 26 27 28 29 3x8 5x6 3x8 5x12 4x6 3x8 MT18HS 4x8 3x4 3x4 2x4 3x4 3x4 2x4 5x12 4x6 3x8 MT18HS 9-7-0 9-7-0 18-11-8 9-4-8 28-4-0 9-4-8 37-11-0 9-7-0 -0-11-0 0-11-0 6-5-8 6-5-8 12-8-8 6-3-0 18-11-8 6-3-0 25-2-8 6-3-0 31-5-8 6-3-0 37-11-0 6-5-8 0-11-010-4-120-11-06.00 12 Plate Offsets (X,Y)-- [2:0-7-1,Edge], [12:0-7-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 1.00 0.94 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.47 0.15 (loc) 13-15 13-15 12 l/defl >999 >958 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 144 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 8-15, 6-15 REACTIONS. (size) 2=0-3-8, 12=Mechanical Max Horz 2=126(LC 12) Max Uplift 2=-13(LC 12), 12=-2(LC 13) Max Grav 2=1572(LC 1), 12=1516(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2450/37, 4-6=-2273/42, 6-7=-1719/98, 7-8=-1719/99, 8-10=-2275/46, 10-12=-2453/37 BOT CHORD 2-17=-86/2099, 15-17=-8/1863, 13-15=0/1863, 12-13=0/2104 WEBS 7-15=0/1120, 8-15=-638/135, 8-13=0/397, 6-15=-636/135, 6-17=0/396 NOTES- 1) Unbalanced roof live loads have been 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 2-10-8, Interior(1) 2-10-8 to 18-11-8, Exterior(2R) 18-11-8 to 22-9-0, Interior(1) 22-9-0 to 37-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 2, 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss TG01 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) I49579507 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:43 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-GhxpQGF5mYcCOWH7aWl23pbZICg38caCt5Lriqzy3Fs Scale = 1:36.5 1 2 3 4 5 6 7 11 10 9 812 13 14 15 16 17 18 19 5x8 8x16 6x16 5x10 MT18HS 10x10 4x6 3x12 5x8 3x12 8x8 5-0-12 5-0-12 9-10-0 4-9-4 14-7-4 4-9-4 19-8-0 5-0-12 -0-11-0 0-11-0 5-0-12 5-0-12 9-10-0 4-9-4 14-7-4 4-9-4 19-8-0 5-0-12 0-11-05-10-00-11-06.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-12], [6:0-1-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.97 0.98 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.22 0.08 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 257 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-9: 2x4 SPF 2100F 1.8E, 6-8,4-11: 2x4 SPF No.2 WEDGE Right: 2x8 SP 2400F 2.0E SLIDER Left 2x4 SPF-S Stud 2-8-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8 (req. 0-3-11), 7=0-3-8 (req. 0-3-11) Max Horz 2=65(LC 12) Max Grav 2=8965(LC 1), 7=8840(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-13183/0, 4-5=-10121/0, 5-6=-10201/0, 6-7=-14180/0 BOT CHORD 2-11=0/11271, 9-11=0/11271, 8-9=0/12104, 7-8=0/12104 WEBS 5-9=0/8360, 6-9=-3535/0, 6-8=0/4417, 4-9=-2559/397, 4-11=-86/3581 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) WARNING: Required bearing size at joint(s) 2, 7 greater than input bearing size. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1496 lb down and 22 lb up at 1-0-12, 1496 lb down and 22 lb up at 3-0-12, 1496 lb down and 22 lb up at 5-0-12, 1496 lb down and 22 lb up at 7-0-12, 1468 lb down and 30 lb up at 9-0-12, 1748 lb down at 9-10-4, 1748 lb down at 11-10-4, 1748 lb down at 13-10-4, and 1748 lb down at 15-10-4, and 1748 lb down at 17-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss TG01 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) I49579507 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:43 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-GhxpQGF5mYcCOWH7aWl23pbZICg38caCt5Lriqzy3Fs LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 2-7=-20 Concentrated Loads (lb) Vert: 9=-1748(F) 11=-1496(F) 12=-1496(F) 13=-1496(F) 14=-1496(F) 15=-1468(F) 16=-1748(F) 17=-1748(F) 18=-1748(F) 19=-1748(F) 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss V01 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) I49579508 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:44 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-ktUBdcGjXrk30grJ8DGHc17uxcDytCRL6l4PEHzy3Fr Scale = 1:26.1 1 2 3 4 5 9 8 7 6 10 11 12 13 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 0-0-8 0-0-8 15-9-1 15-8-9 7-10-8 7-10-8 15-9-1 7-10-8 0-0-43-11-40-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.17 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 15-8-1. (lb) - Max Horz 1=45(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=271(LC 1), 9=351(LC 25), 6=351(LC 26) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-265/120, 4-6=-265/120 NOTES- 1) Unbalanced roof live loads have been 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) 0-5-9 to 3-5-9, Interior(1) 3-5-9 to 7-10-8, Exterior(2R) 7-10-8 to 10-10-8, Interior(1) 10-10-8 to 15-3-8 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) 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) 9, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss V02 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) I49579509 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:45 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-C32ZryHLI9swdqQVhwnW9Eg??0YFcfkVLPqymjzy3Fq Scale = 1:21.2 1 2 3 4 5 6 7 8 3x4 6x18 MT18HS 3x42x4 0-0-8 0-0-8 11-9-1 11-8-9 5-10-8 5-10-8 11-9-1 5-10-8 0-0-42-11-40-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.23 0.07 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 MT18HS Weight: 25 lb FT = 20% GRIP 197/144 197/144 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=11-8-1, 3=11-8-1, 4=11-8-1 Max Horz 1=32(LC 12) Max Uplift 1=-12(LC 12), 3=-17(LC 13) Max Grav 1=193(LC 25), 3=193(LC 26), 4=458(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-290/112 NOTES- 1) Unbalanced roof live loads have been 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) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 5-10-8, Exterior(2R) 5-10-8 to 8-10-8, Interior(1) 8-10-8 to 11-1-8 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) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 2 = 4% 5) Gable requires continuous bottom chord bearing. 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) 1, 3. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss V03 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) I49579510 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:46 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-gGcy2IIz3T_nF_?iFeIlhSDEqQvFL7VeZ3ZVJ9zy3Fp Scale = 1:14.4 1 2 3 4 5 6 7 8 3x4 3x4 3x42x4 0-0-8 0-0-8 7-9-1 7-8-9 3-10-8 3-10-8 7-9-1 3-10-8 0-0-41-11-40-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.18 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=7-8-1, 3=7-8-1, 4=7-8-1 Max Horz 1=-21(LC 13) Max Uplift 1=-13(LC 12), 3=-16(LC 13) Max Grav 1=138(LC 1), 3=138(LC 1), 4=271(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been 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) 0-5-9 to 3-5-9, Interior(1) 3-5-9 to 3-10-8, Exterior(2R) 3-10-8 to 6-10-8, Interior(1) 6-10-8 to 7-3-8 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss V04 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) I49579511 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:46 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-gGcy2IIz3T_nF_?iFeIlhSDJqQvfL72eZ3ZVJ9zy3Fp Scale = 1:7.4 1 2 3 3x4 3x4 3x4 3-8-9 3-8-9 3-9-1 0-0-8 1-10-8 1-10-8 3-9-1 1-10-8 0-0-40-11-40-0-46.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.16 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: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-8-1, 3=3-8-1 Max Horz 1=-9(LC 17) Max Grav 1=113(LC 1), 3=113(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss V05 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) I49579512 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:48 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-cekiTzJEa4EVVH94N3KDmtIb7DaKpwKx1M2cN2zy3Fn Scale = 1:48.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1018 17 19 20 21 22 3x4 3x4 4x6 3x4 3x42x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x4 6-10-8 6-10-8 -0-6-0 0-6-0 1-9-0 1-9-0 3-5-4 1-8-4 5-1-8 1-8-4 6-10-8 1-9-0 7-4-8 0-6-0 5-7-37-3-135-7-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [8:0-2-0,0-1-4], [10:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.15 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 8 8 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 58 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 6-0-0 oc bracing. REACTIONS. All bearings 6-10-8. (lb) - Max Horz 16=-160(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 15, 11 except 14=-197(LC 8), 12=-195(LC 9) Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 15, 11 except 14=277(LC 20), 12=276(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 14-18=-410/392, 12-17=-407/389, 5-17=-369/342, 5-18=-373/345 NOTES- 1) Unbalanced roof live loads have been 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) -0-6-0 to 2-6-0, Interior(1) 2-6-0 to 3-5-2, Exterior(2R) 3-5-2 to 6-5-2, Interior(1) 6-5-2 to 7-4-8 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) 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) 16, 10, 15, 11 except (jt=lb) 14=197, 12=195. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss V06 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) I49579513 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:49 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-5rI4hJKsLOMM6RkGwmrSJ4qgedvrYQY5G0oAvUzy3Fm Scale = 1:41.8 1 2 3 4 5 8 7 6 9 10 11 12 3x8 MT18HS 3x12 4x6 3x12 3x8 MT18HS2x4 6-10-8 6-10-8 -0-6-0 0-6-0 3-5-4 3-5-4 6-10-8 3-5-4 7-4-8 0-6-0 4-11-36-7-134-11-36.00 12 Plate Offsets (X,Y)-- [2:0-3-15,Edge], [4:0-3-15,0-0-0], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.60 0.26 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 4-5 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 MT18HS Weight: 30 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=6-10-8, 6=6-10-8, 7=6-10-8 Max Horz 8=140(LC 11) Max Uplift 8=-50(LC 12), 6=-50(LC 13) Max Grav 8=164(LC 20), 6=164(LC 19), 7=290(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been 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) -0-6-0 to 2-6-0, Interior(1) 2-6-0 to 3-5-4, Exterior(2R) 3-5-4 to 6-5-4, Interior(1) 6-5-4 to 7-4-8 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) All plates are MT20 plates unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss V07 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) I49579514 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:50 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-Z1sSufLU6hUDkbJTUUNhsINtW1DCHuREUgXjSwzy3Fl Scale = 1:37.8 1 2 3 4 5 8 7 6 9 10 11 12 4x6 3x6 3x4 3x6 4x62x4 6-10-8 6-10-8 -0-6-0 0-6-0 3-5-4 3-5-4 6-10-8 3-5-4 7-4-8 0-6-0 4-3-35-11-134-3-36.00 12 Plate Offsets (X,Y)-- [2:0-2-13,Edge], [4:0-2-13,0-0-0], [6:0-2-8,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.46 0.38 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.00 (loc) 4 4-5 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=6-10-8, 6=6-10-8, 7=6-10-8 Max Horz 8=-125(LC 10) Max Uplift 8=-44(LC 12), 6=-44(LC 13) Max Grav 8=166(LC 25), 6=166(LC 26), 7=275(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been 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) -0-6-0 to 2-6-0, Interior(1) 2-6-0 to 3-5-4, Exterior(2R) 3-5-4 to 6-5-4, Interior(1) 6-5-4 to 7-4-8 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss V08 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) I49579515 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:51 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-1DQr5?M6t?c4Mluf2BuwOVw4xRaH0LHNjKHG_Nzy3Fk Scale = 1:33.3 1 2 3 4 5 8 7 6 9 10 11 12 3x4 3x4 3x4 3x4 3x4 2x4 6-10-8 6-10-8 -0-6-0 0-6-0 3-5-4 3-5-4 6-10-8 3-5-4 7-4-8 0-6-0 3-7-35-3-133-7-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-1-4], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.35 0.26 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=6-10-8, 6=6-10-8, 7=6-10-8 Max Horz 8=107(LC 11) Max Uplift 8=-37(LC 12), 6=-37(LC 13) Max Grav 8=168(LC 1), 6=168(LC 1), 7=271(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been 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) -0-6-0 to 2-6-0, Interior(1) 2-6-0 to 3-5-4, Exterior(2R) 3-5-4 to 6-5-4, Interior(1) 6-5-4 to 7-4-8 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss V09 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) I49579516 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:51 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-1DQr5?M6t?c4Mluf2BuwOVw5HRcc0MoNjKHG_Nzy3Fk Scale = 1:29.5 1 2 3 4 5 8 7 6 9 10 11 12 3x4 3x4 3x4 3x4 3x42x4 6-10-8 6-10-8 -0-6-0 0-6-0 3-5-4 3-5-4 6-10-8 3-5-4 7-4-8 0-6-0 2-11-34-7-132-11-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-1-4], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.27 0.17 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=6-10-8, 6=6-10-8, 7=6-10-8 Max Horz 8=90(LC 11) Max Uplift 8=-33(LC 12), 6=-33(LC 13) Max Grav 8=171(LC 1), 6=171(LC 1), 7=265(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been 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) -0-6-0 to 2-6-0, Interior(1) 2-6-0 to 3-5-4, Exterior(2R) 3-5-4 to 6-5-4, Interior(1) 6-5-4 to 7-4-8 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss V10 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) I49579517 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:52 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-VPzDJLMkeJkxzvTrcvP9xjSHaqy3lpTXy_0qWpzy3Fj Scale = 1:25.6 1 2 3 4 5 8 7 6 9 10 11 12 3x4 3x4 3x4 3x4 3x42x4 6-10-8 6-10-8 -0-6-0 0-6-0 3-5-4 3-5-4 6-10-8 3-5-4 7-4-8 0-6-0 2-3-33-11-132-3-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-1-4], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.16 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=6-10-8, 6=6-10-8, 7=6-10-8 Max Horz 8=72(LC 11) Max Uplift 8=-30(LC 12), 6=-29(LC 13) Max Grav 8=175(LC 1), 6=175(LC 1), 7=255(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been 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) -0-6-0 to 2-6-0, Interior(1) 2-6-0 to 3-5-4, Exterior(2R) 3-5-4 to 6-5-4, Interior(1) 6-5-4 to 7-4-8 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss V11 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) I49579518 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:53 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-zcXbWhNNPctob2129cwOTw?SREIIUH3gAemN2Fzy3Fi Scale = 1:21.5 1 2 3 4 5 8 7 6 9 10 11 12 3x4 3x4 3x4 3x4 3x42x4 6-10-8 6-10-8 -0-6-0 0-6-0 3-5-4 3-5-4 6-10-8 3-5-4 7-4-8 0-6-0 1-7-33-3-131-7-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-1-4], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.16 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 4 5 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=6-10-8, 6=6-10-8, 7=6-10-8 Max Horz 8=55(LC 11) Max Uplift 8=-28(LC 12), 6=-28(LC 13) Max Grav 8=184(LC 1), 6=184(LC 1), 7=239(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been 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) -0-6-0 to 2-6-0, Interior(1) 2-6-0 to 3-5-4, Exterior(2R) 3-5-4 to 6-5-4, Interior(1) 6-5-4 to 7-4-8 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss V12 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) I49579519 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:54 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-Ro5zk1O?Aw?eDCcEjJRd08YdIedUDkcqPIVwbizy3Fh Scale = 1:17.8 1 2 3 4 5 8 7 6 9 10 11 12 3x4 3x4 3x4 3x4 3x42x4 6-10-8 6-10-8 -0-6-0 0-6-0 3-5-4 3-5-4 6-10-8 3-5-4 7-4-8 0-6-0 0-11-32-7-130-11-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-1-4], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.16 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=6-10-8, 6=6-10-8, 7=6-10-8 Max Horz 8=37(LC 11) Max Uplift 8=-30(LC 12), 6=-30(LC 13) Max Grav 8=203(LC 1), 6=203(LC 1), 7=200(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been 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) -0-6-0 to 2-6-0, Interior(1) 2-6-0 to 3-5-4, Exterior(2R) 3-5-4 to 6-5-4, Interior(1) 6-5-4 to 7-4-8 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss V13 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) I49579520 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:55 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-v_fLxNPdxE7VqMBQH1ysZL4nw2zzyBpzeyFU78zy3Fg Scale = 1:13.3 1 2 3 4 3x4 3x4 3x42x4 0-0-8 0-0-8 6-11-9 6-11-1 3-5-12 3-5-12 6-11-9 3-5-12 0-0-41-8-140-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.14 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=6-10-9, 3=6-10-9, 4=6-10-9 Max Horz 1=18(LC 12) Max Uplift 1=-11(LC 12), 3=-15(LC 13) Max Grav 1=122(LC 1), 3=122(LC 1), 4=239(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 7,2022 06/27/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 47_AMBLESIDE_RIDE_LO~D Truss V14 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) I49579521 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 6 13:37:56 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Cms4m5axyB0IUhVBq3SWgczy4q7-NBDj9jQFiXFMSWmdrkT55Zd0hSKDheX7tc_1fazy3Ff Scale = 1:6.4 1 2 3 3x4 3x4 3x4 0-0-8 0-0-8 2-11-9 2-11-1 1-5-12 1-5-12 2-11-9 1-5-12 0-0-40-8-140-0-46.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-9 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-10-9, 3=2-10-9 Max Horz 1=6(LC 12) Max Grav 1=81(LC 1), 3=81(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 7,2022 06/27/22 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 platewidth measured perpendicularto 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 dynamicor 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.W4- 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 therequired 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 thetruss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1section 6.3 These truss designs rely on lumber valuesestablished by others.dimensions shown in ft-in-sixteenths06/27/22