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HomeMy WebLinkAboutAMBH 045 - Trusses16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). August 30,2022 Garcia, Juan Pages or sheets covered by this seal: I53924622 thru I53924684 My license renewal date for the state of Indiana is July 31, 2024. 45_Ambleside_Highlands 45 AMBLESIDE HIGHLANDS IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924622 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:52:43 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-1Ni8m4Zj?ZcZ_1Z6OLK31vQy4xTcmoKDLgy7AKyiwnI Scale = 1:41.9 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 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-11-0 12-11-0 -0-11-0 0-11-0 6-5-8 6-5-8 12-11-0 6-5-8 13-10-0 0-11-0 1-3-06-7-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.05 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 65 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 12-11-0. (lb) - Max Horz 24=-137(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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 3-5-8, Corner(3R) 3-5-8 to 9-5-8, Exterior(2N) 9-5-8 to 10-10-0, Corner(3E) 10-10-0 to 13-10-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) 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. 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss GE01STC Truss Type GABLE Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924623 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:52:45 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-_mquBlbzXAsHELjVVlMX6KW6pl_wEiHWp_RDECyiwnG Scale = 1:39.6 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 11 10 9 8 40 41 42 43 4x6 10x16 M18AHS 3x6 3x8 2x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 3x4 2x4 10x16 M18AHS 2x4 2x4 2x4 2x4 2x4 2x4 10-3-8 10-3-8 20-7-0 10-3-8 -0-11-0 0-11-0 5-3-0 5-3-0 10-3-8 5-0-8 15-4-0 5-0-8 20-7-0 5-3-0 21-6-0 0-11-0 0-11-06-0-120-11-06.00 12 Plate Offsets (X,Y)-- [6:0-2-8,0-7-5], [11:0-2-7,0-4-14], [14:0-1-8,0-0-12], [17:0-1-8,0-0-12], [30:0-1-8,0-0-12], [33:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.76 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.41 0.03 (loc) 9-11 9-11 8 l/defl >999 >582 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 99 lb FT = 20% GRIP 197/144 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x6 SP 2400F 2.0E OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 8=0-3-8 Max Horz 11=-68(LC 8) Max Uplift 11=-14(LC 10), 8=-14(LC 11) Max Grav 11=874(LC 1), 8=874(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1115/120, 3-4=-872/91, 4-5=-872/91, 5-6=-1115/120, 2-11=-767/133, 6-8=-767/133 BOT CHORD 9-11=-40/898, 8-9=-14/898 WEBS 4-9=0/464 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 7-3-8, Exterior(2R) 7-3-8 to 13-3-8, Interior(1) 13-3-8 to 18-6-0, Exterior(2E) 18-6-0 to 21-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are MT20 plates unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss GE02 Truss Type GABLE Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924624 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:52:46 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-SyNHO5bbIU_8rUIh3TtmfY2Le9KVz1If1eAnnfyiwnF Scale = 1:62.8 Sheet FrontRight Option 5-2-0 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 17 16 15 13 12 11 10 9 18 19 32 33 34 35 14 4x6 3x16 M18AHS 3x8 3x4 3x4 3x6 6x8 3x6 3x6 2x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-9-8 9-9-8 12-5-8 2-8-0 14-5-0 1-11-8 19-7-0 5-2-0 -0-11-0 0-11-0 5-0-0 5-0-0 6-5-8 1-5-8 9-9-8 3-4-0 14-7-0 4-9-8 19-7-0 5-0-0 20-6-0 0-11-0 1-3-09-4-151-3-010.00 12 Plate Offsets (X,Y)-- [13:0-0-1,0-1-4], [26:0-1-9,0-1-0], [28:0-1-9,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.74 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.52 0.02 (loc) 15-17 15-17 9 l/defl >504 >288 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 115 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-17,7-9: 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. JOINTS 1 Brace at Jt(s): 18, 19 REACTIONS.All bearings 7-1-8 except (jt=length) 17=0-3-8, 14=0-3-8. (lb) - Max Horz 17=-187(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 9 except 14=-123(LC 16) Max Grav All reactions 250 lb or less at joint(s) 13, 12, 11, 10 except 17=874(LC 17), 9=738(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-449/90, 3-4=-684/60, 4-5=-617/84, 5-6=-623/71, 2-17=-442/95, 7-9=-284/113 BOT CHORD 15-17=-26/631, 14-15=0/625, 13-14=0/625, 12-13=0/519, 11-12=0/519, 10-11=0/519, 9-10=0/519 WEBS 15-18=-27/509, 5-18=-27/507, 3-17=-475/11, 6-9=-631/0 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 6-9-8, Exterior(2R) 6-9-8 to 12-9-8, Interior(1) 12-9-8 to 17-6-0, Exterior(2E) 17-6-0 to 20-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are MT20 plates unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 14=123. 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss GE03 Truss Type GABLE Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924625 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:52:48 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-OLV1pndsq5Fr5oS4AuwEkz8qqyA3R53yVxftrXyiwnD Scale = 1:55.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 1314 15 16 17 18 19 20 21 22 23 24 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 45 3x4 3x4 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 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 4x6 26-2-0 26-2-0 6-0-3 6-0-3 15-1-4 9-1-1 26-2-0 11-0-12 27-1-0 0-11-0 2-5-46-3-76-5-60-11-06-3-78.00 12 6.00 12 Plate Offsets (X,Y)-- [6:0-2-0,Edge], [14:0-2-0,Edge], [23:0-6-1,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.06 0.03 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.01 (loc) 23 23 23 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 135 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 Right 2x6 SPF No.2 1-8-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-14. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 26-2-0. (lb) - Max Horz 44=-134(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 44, 43, 42, 41, 39, 38, 37, 35, 34, 33, 32, 31, 30, 29, 28, 27, 26, 25, 23 Max Grav All reactions 250 lb or less at joint(s) 44, 43, 42, 41, 40, 39, 38, 37, 35, 34, 33, 32, 31, 30, 29, 28, 27, 26, 25, 23 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) 0-1-4 to 3-1-4, Corner(3R) 3-1-4 to 9-0-3, Exterior(2N) 9-0-3 to 12-0-0, Corner(3R) 12-0-0 to 18-1-4, Exterior(2N) 18-1-4 to 24-0-0, Corner(3E) 24-0-0 to 27-1-0 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) Provide adequate drainage to prevent water ponding. 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 44, 43, 42, 41, 39, 38, 37, 35, 34, 33, 32, 31, 30, 29, 28, 27, 26, 25, 23. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLANDS Truss GE04 Truss Type Roof Special Supported Gable Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924626 8.530 s Jan 6 2022 MiTek Industries, Inc. Tue Aug 30 12:26:24 2022 Page 1 ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-FJCTAAUhRvse3iPnS76ek0LkMuxZB2fvpDP232yiq7z Scale = 1:58.7 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 46 45 44 43 42 41 40 39 38 37 36 35 3433 32 31 30 29 28 27 26 25 24 47 3x6 3x4 3x4 5x6 3x4 3x4 2x4 5x12 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 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 6x6 2x4 25-6-0 25-6-0 28-8-4 3-2-4 31-10-8 3-2-4 6-0-3 6-0-3 15-1-4 9-1-1 25-6-0 10-4-12 31-10-8 6-4-8 2-5-46-3-71-3-06-5-61-3-06-3-78.00 12 6.00 12 Plate Offsets (X,Y)-- [7:0-2-0,Edge], [14:0-6-0,0-0-15], [22:0-3-8,0-3-4], [24:Edge,0-2-8], [25:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.08 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 24 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 152 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-14, 22-23. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 31-10-8. (lb) - Max Horz 46=-134(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 46, 24, 35, 36, 37, 38, 39, 40, 41, 43, 44, 45, 33, 32, 31, 30, 29, 28, 27, 26 Max Grav All reactions 250 lb or less at joint(s) 46, 24, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 33, 32, 31, 30, 29, 28, 27, 25 except 26=387(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 22-26=-349/136 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) 0-1-4 to 3-1-4, Corner(3R) 3-1-4 to 9-0-3, Exterior(2N) 9-0-3 to 12-1-4, Corner(3R) 12-1-4 to 18-1-4, Exterior(2N) 18-1-4 to 28-9-4, Corner(3E) 28-9-4 to 31-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 46, 24, 35, 36, 37, 38, 39, 40, 41, 43, 44, 45, 33, 32, 31, 30, 29, 28, 27, 26. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ProBuild (Carter-Lee), Mooresville, IN - 46158, August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss GE05 Truss Type Roof Special Structural Gable Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924627 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:52:54 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-DVsI4qicQx??pjvEX81e_EOjIN32rgertt6C3Byiwn7 Scale = 1:69.0 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 22 21 19 18 17 16 15 14 13 12 11 10 9 52 53 20 3x4 3x6 4x8 4x8 3x4 3x4 5x8 3x4 3x4 8x10 9-4-12 9-4-12 9-9-8 0-4-12 18-7-0 8-9-8 25-6-8 6-11-8 -0-11-0 0-11-0 6-4-0 6-4-0 12-5-8 6-1-8 18-7-0 6-1-8 25-6-8 6-11-8 0-9-06-11-511-7-04.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-5-5,Edge], [21:0-2-4,0-3-4], [24:0-1-9,0-1-0], [26:0-1-9,0-1-0], [28:0-1-9,0-1-0], [30:0-1-9,0-1-0], [34:0-1-14,0-0-8], [36:0-1-14,0-0-8], [38:0-1-14,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.70 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.30 0.01 (loc) 2-22 2-22 14 l/defl >836 >392 n/a L/d 240 180 n/a PLATES MT20 Weight: 166 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-9: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-3-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-9 REACTIONS.All bearings 15-9-0 except (jt=length) 2=0-3-0, 20=0-3-8. (lb) - Max Horz 2=324(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 11, 20 except 9=-193(LC 9), 10=-125(LC 6), 19=-511(LC 2) Max Grav All reactions 250 lb or less at joint(s) 9, 10, 11, 12, 13, 15, 16, 17, 18 except 2=563(LC 2), 14=760(LC 2), 20=838(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-757/50, 4-6=-490/9 BOT CHORD 2-22=-127/629, 20-22=-109/289, 19-20=-109/289, 18-19=-109/289, 17-18=-109/289, 16-17=-109/289, 15-16=-109/289, 14-15=-109/289 WEBS 4-22=-428/132, 6-14=-429/70, 7-14=-452/57 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 22-4-12, Exterior(2E) 22-4-12 to 25-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 2x4 MT20 unless otherwise indicated. 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 11, 20 except (jt=lb) 9=193, 10=125, 19=511. 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss GE07 Truss Type Common Structural Gable Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924628 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:52:55 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-hhQgHAiFBF7sRtUQ5sYtWRw_3nYdaHC_6Xslbdyiwn6 Scale = 1:29.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 8 7 6 13 14 4x6 3x4 3x4 3x8 3x6 3x6 2x4 2x4 2x4 2x4 3-9-10 3-9-10 7-7-4 3-9-10 -0-11-0 0-11-0 3-9-10 3-9-10 7-7-4 3-9-10 8-6-4 0-11-0 1-3-04-5-01-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.10 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud 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=0-3-8, 6=0-3-8 Max Horz 8=98(LC 9) Max Uplift 8=-5(LC 10), 6=-5(LC 11) Max Grav 8=356(LC 1), 6=356(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-328/117, 4-6=-328/117 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, Exterior(2R) 2-1-0 to 5-6-4, Exterior(2E) 5-6-4 to 8-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss GE08 Truss Type GABLE Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924629 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:52:56 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-9t_3VWjtyZFj213ceZ363fT5xBrxJje7LBbJ73yiwn5 Scale = 1:33.4 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-9-0 5-9-0 -0-11-0 0-11-0 5-9-0 5-9-0 0-8-85-6-00-3-810.00 12 Plate Offsets (X,Y)-- [4:0-1-14,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.29 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.00 (loc) 4-5 4-5 l/defl >999 >649 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-0, 4=0-1-8 Max Horz 5=145(LC 10) Max Uplift 4=-75(LC 10) Max Grav 5=290(LC 1), 4=226(LC 17) 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-7-12, Exterior(2E) 2-7-12 to 5-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss GE09 Truss Type Monopitch Structural Gable Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924630 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:52:57 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-d4YRiskVisNagBepCHaLbs0GAb4w26cHZrLsfWyiwn4 Scale = 1:24.9 1 2 3 4 5 6 17 18 3x4 5x6 5x8 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-1-0 10-1-0 -0-11-0 0-11-0 5-0-8 5-0-8 10-1-0 5-0-8 0-9-04-1-54.00 12 Plate Offsets (X,Y)-- [2:0-5-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.75 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.50 0.01 (loc) 2-6 2-6 6 l/defl >476 >238 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-7-8 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)6=0-3-8, 2=0-3-0 Max Horz 2=113(LC 7) Max Uplift 6=-30(LC 10), 2=-35(LC 6) Max Grav 6=397(LC 1), 2=457(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-553/172 BOT CHORD 2-6=-158/489 WEBS 4-6=-504/225 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 6-11-12, Exterior(2E) 6-11-12 to 9-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss J01 Truss Type Jack-Open Girder Qty 2 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924631 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:52:58 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-5G6pwCl7TAVRIKD?m_5a84YWE_ZWneXQoV4PCyyiwn3 Scale = 1:12.4 1 2 3 7 6 4 5 3x4 3x4 4x6 2x4 2-0-0 2-0-0 4-0-0 2-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 4-0-0 2-0-0 0-11-01-11-01-7-81-11-06.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.15 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.02 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 7=33(LC 5) Max Uplift 7=-11(LC 8), 4=-16(LC 5) Max Grav 7=223(LC 1), 4=84(LC 1), 5=66(LC 3) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 7, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 23 lb down and 53 lb up at 2-0-0 on top chord, and 11 lb down and 3 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=3(B) August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss J02 Truss Type Jack-Open Qty 5 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924632 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:52:58 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-5G6pwCl7TAVRIKD?m_5a84YUP_atneGQoV4PCyyiwn3 Scale = 1:17.5 1 2 3 8 7 6 4 5 3x4 3x4 2x4 2x4 2x4 2-3-8 2-3-8 4-0-0 1-8-8 -0-11-0 0-11-0 2-3-8 2-3-8 4-0-0 1-8-8 0-11-02-11-01-11-02-6-51-0-06.00 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-SH 0.24 0.07 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.04 0.02 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 8=59(LC 10) Max Uplift 4=-40(LC 10) Max Grav 8=224(LC 1), 4=125(LC 1), 5=35(LC 3) 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss J03 Truss Type Jack-Open Qty 3 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924633 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:52:59 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-ZSgB7YllEUdIvUoBKicphH5fJOwEW5va19qzkOyiwn2 Scale = 1:17.5 1 2 5 3 4 3x4 3x4 4-0-0 4-0-0 -0-11-0 0-11-0 4-0-0 4-0-0 0-11-02-11-02-6-52-11-06.00 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 0.23 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=59(LC 10) Max Uplift 3=-41(LC 10) Max Grav 5=224(LC 1), 3=101(LC 1), 4=72(LC 3) 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss J04 Truss Type Jack-Open Qty 2 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924634 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:00 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-2eEZKumN?nl8XeNOtP82DVes5oGpFY9jFpZWGryiwn1 Scale = 1:12.5 1 2 5 3 43x4 3x4 2-0-0 2-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 0-11-01-11-01-6-51-11-06.00 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 0.10 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=33(LC 7) Max Uplift 5=-2(LC 10), 3=-21(LC 10) Max Grav 5=156(LC 1), 3=40(LC 1), 4=34(LC 3) 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss J05 Truss Type Jack-Open Qty 2 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924635 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:01 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-WrnyYEn?m5t?9oyaR6fHmiA?4Ccz__PtUTJ3oHyiwn0 Scale = 1:12.4 1 2 5 3 4 3x4 3x4 2-9-15 2-9-15 -1-3-9 1-3-9 2-9-15 2-9-15 0-10-121-10-120-4-41-6-81-10-124.24 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 0.21 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-15, 3=Mechanical, 4=Mechanical Max Horz 5=37(LC 6) Max Uplift 5=-46(LC 6), 3=-20(LC 10) Max Grav 5=228(LC 1), 3=47(LC 1), 4=43(LC 3) 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 Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss J06 Truss Type Jack-Open Structural Gable Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924636 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:01 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-WrnyYEn?m5t?9oyaR6fHmiA0kCcB__9tUTJ3oHyiwn0 Scale = 1:13.2 1 2 3 5 4 3x4 3x4 6x6 3x6 2-0-9 1-11-5 -1-6-14 1-6-14 2-0-9 2-0-9 1-1-152-0-71-8-02-0-75.15 12 Plate Offsets (X,Y)-- [3:0-1-10,Edge], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.03 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical, 5=0-10-11 Max Horz 5=58(LC 7) Max Uplift 3=-30(LC 7), 5=-33(LC 6) Max Grav 4=36(LC 3), 3=6(LC 17), 5=224(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 Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 3, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss J07 Truss Type Jack-Open Qty 2 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924637 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:02 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-_1LKlZoeXP?smyWm?qAWIwjCvcymjR60j72dLjyiwn? Scale = 1:13.5 1 2 5 4 3 3x4 3x6 3x4 1-0-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 1-3-02-1-01-7-32-1-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=36(LC 9) Max Uplift 3=-15(LC 1), 4=-36(LC 10) Max Grav 5=138(LC 1), 3=8(LC 14), 4=28(LC 8) 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss M01 Truss Type Monopitch Qty 5 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924638 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:03 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-SDvizvpGIi8jO65yZXhlr7FIA?EaRtN9ynoAtAyiwn_ Scale = 1:33.1 1 2 3 5 4 2x4 4x6 2x4 5-9-0 5-9-0 -0-11-0 0-11-0 5-9-0 5-9-0 0-8-85-6-00-3-810.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.29 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.00 (loc) 4-5 4-5 l/defl >999 >649 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-0, 4=0-1-8 Max Horz 5=145(LC 10) Max Uplift 4=-75(LC 10) Max Grav 5=290(LC 1), 4=226(LC 17) 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-7-12, Exterior(2E) 2-7-12 to 5-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss T01 Truss Type Common Qty 2 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924639 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:04 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-wQT4AFpu30Ga0Fg96FC_NLoQlPaoAKvJARXkOcyiwmz Scale = 1:41.3 1 2 3 4 5 8 7 6 9 10 4x6 3x4 3x4 3x8 6x8 6x8 6-5-8 6-5-8 12-11-0 6-5-8 -0-11-0 0-11-0 6-5-8 6-5-8 12-11-0 6-5-8 13-10-0 0-11-0 1-3-06-7-91-3-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,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-SH 0.64 0.29 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-5-8 Max Horz 8=-137(LC 8) Max Uplift 8=-1(LC 10), 6=-1(LC 11) Max Grav 8=569(LC 1), 6=569(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-492/82, 3-4=-492/82, 2-8=-512/99, 4-6=-512/99 BOT CHORD 7-8=-147/297 WEBS 3-7=0/251 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 3-5-8, Exterior(2R) 3-5-8 to 9-5-8, Interior(1) 9-5-8 to 10-10-0, Exterior(2E) 10-10-0 to 13-10-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss T02 Truss Type Hip Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924640 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:05 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-Oc1SObqWqKORdPFLgyjDwYLXipsQvj4SP5HHx2yiwmy Scale = 1:51.3 1 2 3 4 5 6 78 13 12 11 10 9 14 15 16 17 6x8 5x8 4x6 3x6 4x6 3x4 3x4 4x8 3x6 2x4 4x10 3x4 3x4 8-6-3 8-6-3 11-9-4 3-3-1 18-10-6 7-1-2 26-2-0 7-3-10 8-6-3 8-6-3 11-9-4 3-3-1 18-10-6 7-1-2 26-2-0 7-3-10 27-1-0 0-11-0 2-5-47-11-78-1-60-11-07-11-78.00 12 6.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [2:0-4-0,0-1-9], [7:0-7-1,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-SH 0.88 0.52 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.28 0.04 (loc) 12-13 12-13 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 110 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-13: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 4-1-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-4 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS. (size)13=Mechanical, 7=0-3-8 Max Horz 13=-167(LC 6) Max Uplift 7=-17(LC 11) Max Grav 13=1040(LC 1), 7=1097(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1094/73, 2-3=-887/108, 3-5=-1091/93, 5-7=-1629/40, 1-13=-960/61 BOT CHORD 10-12=0/798, 9-10=0/1343, 7-9=0/1343 WEBS 2-10=-64/321, 5-10=-543/107, 5-9=0/294, 1-12=0/705 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-3-4, Exterior(2R) 4-3-4 to 16-0-3, Interior(1) 16-0-3 to 24-1-0, Exterior(2E) 24-1-0 to 27-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss T03 Truss Type Roof Special Qty 2 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924641 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:06 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-sobrbxr8bdWIFZqXEgESTmtkdD6Je7xcel0qTUyiwmx Scale = 1:56.2 1 2 3 4 5 6 78 12 11 10 9 13 14 15 16 17 18 3x4 5x6 3x8 3x4 3x8 3x4 3x6 2x4 5x8 5x12 4x6 4x6 9-10-15 9-10-15 17-11-3 8-0-5 26-2-0 8-2-13 5-0-11 5-0-11 9-10-15 4-10-3 17-11-3 8-0-5 26-2-0 8-2-13 27-1-0 0-11-0 2-5-49-0-90-11-08.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-3-10,0-2-4], [7:0-7-1,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-SH 0.74 0.86 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.59 0.05 (loc) 11-12 11-12 7 l/defl >888 >533 n/a L/d 240 180 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 4-8-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 2-12 REACTIONS. (size)12=Mechanical, 7=0-3-8 Max Horz 12=-186(LC 6) Max Uplift 7=-23(LC 11) Max Grav 12=1143(LC 17), 7=1160(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1074/120, 3-5=-1034/112, 5-7=-1684/70 BOT CHORD 11-12=-12/895, 9-11=0/1409, 7-9=0/1409 WEBS 3-11=0/665, 5-11=-682/131, 5-9=0/303, 2-12=-1056/25 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-10-15, Exterior(2R) 6-10-15 to 12-10-15, Interior(1) 12-10-15 to 24-1-0, Exterior(2E) 24-1-0 to 27-1-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 7. 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss T04 Truss Type Roof Special Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924642 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:08 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-pBjb0dsO7Fm0Ut_wL5HwYBz3X0oH6_av53VxXNyiwmv Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 3x4 8x8 4x10 5x12 3x16 M18AHS4x8 3x4 4x10 6x10 2x4 4x8 5x12 4x6 4x6 3x16 M18AHS 9-10-15 9-10-15 20-6-0 10-7-1 26-6-0 6-0-0 32-2-0 5-8-0 5-0-11 5-0-11 9-10-15 4-10-3 15-2-7 5-3-9 20-6-0 5-3-9 26-6-0 6-0-0 32-2-0 5-8-0 33-1-0 0-11-0 2-5-43-7-19-0-90-11-03-7-18.00 12 6.00 12 Plate Offsets (X,Y)-- [3:Edge,0-3-8], [5:0-5-0,0-1-12], [6:0-6-0,0-0-15], [8:0-7-1,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-SH 0.71 0.89 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.46 -0.82 0.08 (loc) 11-14 11-14 8 l/defl >841 >470 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 129 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6,6-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 13-15: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 1-15: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 3-2-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-8 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 11-14. WEBS 1 Row at midpt 4-14, 2-15 REACTIONS. (size)15=Mechanical, 8=0-3-8 Max Horz 15=-186(LC 6) Max Uplift 8=-42(LC 11) Max Grav 15=1427(LC 2), 8=1441(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1480/114, 3-4=-1359/114, 4-5=-3605/127, 5-6=-3219/76, 6-8=-2313/81 BOT CHORD 14-15=0/1154, 11-14=0/1853, 10-11=-12/1938, 8-10=-10/1942 WEBS 3-14=-17/1126, 4-14=-1049/147, 4-11=-48/2015, 5-11=-1898/129, 6-11=0/1463, 2-15=-1483/16 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-10-15, Exterior(2R) 6-10-15 to 12-10-15, Interior(1) 12-10-15 to 23-6-0, Exterior(2R) 23-6-0 to 29-6-0, Interior(1) 29-6-0 to 30-1-0, Exterior(2E) 30-1-0 to 33-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss T05 Truss Type Roof Special Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924643 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:09 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-HNGzDzt1uYut61Z6voo94OVBMQ8ErNs2KjFV4pyiwmu Scale: 3/16"=1' 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 22 23 3x4 6x6 4x10 5x12 3x8 M18AHS4x8 3x4 3x4 2x4 5x8 5x12 4x6 4x6 3x6 9-10-15 9-10-15 17-2-0 7-3-1 23-2-0 6-0-0 32-2-0 9-0-0 5-0-11 5-0-11 9-10-15 4-10-3 17-2-0 7-3-1 23-2-0 6-0-0 32-2-0 9-0-0 33-1-0 0-11-0 2-5-45-3-19-0-90-11-05-3-18.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-3-14,0-2-12], [4:0-5-0,0-1-12], [5:0-6-0,0-0-15], [7:0-7-1,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-SH 0.90 0.85 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.50 0.08 (loc) 13-14 13-14 7 l/defl >999 >771 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 130 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 1-14: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 5-0-9 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-2-6 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 2-14 REACTIONS. (size)14=Mechanical, 7=0-3-8 Max Horz 14=-186(LC 6) Max Uplift 7=-42(LC 11) Max Grav 14=1404(LC 2), 7=1442(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1429/127, 3-4=-1342/118, 4-5=-2242/118, 5-7=-2203/91 BOT CHORD 13-14=0/1122, 11-13=0/2239, 9-11=0/1849, 7-9=0/1855 WEBS 3-13=-5/1019, 4-13=-1353/117, 5-11=-1/532, 5-9=0/359, 2-14=-1410/31 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-10-15, Exterior(2R) 6-10-15 to 12-10-15, Interior(1) 12-10-15 to 20-2-0, Exterior(2R) 20-2-0 to 26-2-0, Interior(1) 26-2-0 to 30-1-0, Exterior(2E) 30-1-0 to 33-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss T06 Truss Type Roof Special Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924644 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:11 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-DmOkeevHPA8bLKiV1DqdApbYHEq7JLqLn1kb8iyiwms Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 16 15 1413 12 11 10 17 18 19 20 21 22 23 24 25 3x4 8x8 5x12 3x6 4x8 3x4 4x8 3x4 3x4 3x6 2x4 5x8 5x12 4x6 4x6 3x6 9-10-15 9-10-15 13-10-0 3-11-1 19-10-0 6-0-0 25-10-12 6-0-12 32-2-0 6-3-4 5-0-11 5-0-11 9-10-15 4-10-3 13-10-0 3-11-1 19-10-0 6-0-0 25-10-12 6-0-12 32-2-0 6-3-4 33-1-0 0-11-0 2-5-46-11-19-0-90-11-06-11-18.00 12 6.00 12 Plate Offsets (X,Y)-- [3:Edge,0-3-8], [4:0-4-0,0-1-12], [5:0-6-0,0-0-15], [8:0-7-1,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-SH 0.87 0.89 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.63 0.08 (loc) 15-16 15-16 8 l/defl >999 >614 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-16: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 3-7-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-11 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-16. WEBS 1 Row at midpt 4-15, 5-13, 2-16 REACTIONS. (size)16=Mechanical, 8=0-3-8 Max Horz 16=-186(LC 6) Max Uplift 8=-42(LC 11) Max Grav 16=1412(LC 2), 8=1437(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1438/136, 3-4=-1307/138, 4-5=-1654/135, 5-6=-1867/117, 6-8=-2273/74 BOT CHORD 15-16=0/1131, 13-15=0/1660, 11-13=0/1630, 10-11=-4/1896, 8-10=-4/1896 WEBS 3-15=-50/1125, 4-15=-1037/113, 5-11=0/455, 6-11=-326/88, 2-16=-1417/45 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-10-15, Exterior(2R) 6-10-15 to 12-10-15, Interior(1) 12-10-15 to 16-10-0, Exterior(2R) 16-10-0 to 22-10-0, Interior(1) 22-10-0 to 30-1-0, Exterior(2E) 30-1-0 to 33-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss T07 Truss Type Roof Special Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924645 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:12 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-hyy6s_wvATGRzUHhawLsi17iAe8A2pBU0gT9g8yiwmr Scale = 1:59.5 1 2 3 4 5 6 7 8 910 16 15 14 13 12 11 17 18 19 20 21 22 23 24 3x4 12x20 6x8 3x8 3x4 4x10 3x4 3x4 3x6 2x4 5x10 M18AHS 5x12 4x6 4x6 3x6 9-10-15 9-10-15 10-6-0 0-7-1 16-6-0 6-0-0 24-2-12 7-8-12 32-2-0 7-11-4 5-0-11 5-0-11 9-10-15 4-10-3 10-6-0 0-7-1 16-6-0 6-0-0 24-2-12 7-8-12 32-2-0 7-11-4 33-1-0 0-11-0 2-5-48-7-19-0-90-11-08-7-18.00 12 6.00 12 Plate Offsets (X,Y)-- [4:0-10-0,0-1-12], [5:0-4-2,Edge], [9:0-7-1,Edge], [16:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.96 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.43 -0.75 0.08 (loc) 15-16 15-16 9 l/defl >889 >512 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 143 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15: 2x4 SPF No.2, 1-16: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 4-6-2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-6-5 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-16. WEBS 1 Row at midpt 4-15, 5-15, 7-13, 2-16 REACTIONS. (size)16=Mechanical, 9=0-3-8 Max Horz 16=-186(LC 6) Max Uplift 9=-42(LC 11) Max Grav 16=1424(LC 2), 9=1437(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1450/118, 3-4=-1306/134, 4-5=-1220/125, 5-7=-1637/120, 7-9=-2262/75 BOT CHORD 15-16=0/1132, 13-15=0/1386, 11-13=0/1890, 9-11=0/1890 WEBS 4-15=-663/97, 5-15=-349/71, 5-13=0/545, 7-13=-592/109, 7-11=0/317, 2-16=-1404/35, 3-15=-74/1146 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-10-15, Exterior(2R) 6-10-15 to 9-10-15, Exterior(2E) 9-10-15 to 10-6-0, Interior(1) 10-6-0 to 13-6-0, Exterior(2R) 13-6-0 to 19-6-0, Interior(1) 19-6-0 to 30-1-0, Exterior(2E) 30-1-0 to 33-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss T08 Truss Type Hip Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924646 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:13 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-99WU3KwXxnOIbest8es6FEgsO1UanCpeFKDiDayiwmq Scale = 1:67.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 3x4 4x8 5x12 3x6 5x10 M18AHS 6x10 3x8 4x6 3x6 3x4 2x4 6x10 4x6 4x6 3x16 M18AHS 11-11-10 11-11-10 13-2-0 1-2-6 22-6-12 9-4-12 32-2-0 9-7-4 6-1-1 6-1-1 11-11-10 5-10-9 13-2-0 1-2-6 19-5-3 6-3-3 25-8-5 6-3-3 32-2-0 6-5-11 2-5-410-3-110-5-00-11-010-3-18.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-9], [4:0-6-0,0-0-15], [13:0-1-12,0-3-4], [15:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.95 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.57 -0.93 0.07 (loc) 14-15 14-15 9 l/defl >678 >413 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 142 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-15: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 1-15: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 3-8-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-7 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-14, 4-14, 5-12, 2-15 REACTIONS. (size)15=Mechanical, 9=0-3-8 Max Horz 15=-213(LC 6) Max Uplift 9=-13(LC 11) Max Grav 15=1440(LC 17), 9=1409(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-270/82, 2-3=-1444/101, 3-4=-1128/114, 4-5=-1352/110, 5-7=-2064/61, 7-9=-2269/58, 1-15=-259/65 BOT CHORD 14-15=-16/1210, 12-14=0/1189, 10-12=0/1591, 9-10=0/1899 WEBS 3-14=-33/628, 4-14=-322/131, 4-12=-93/483, 5-12=-676/132, 5-10=0/542, 2-15=-1402/3 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-8-11, Exterior(2R) 7-8-11 to 17-4-15, Interior(1) 17-4-15 to 29-2-0, Exterior(2E) 29-2-0 to 32-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss T09 Truss Type Roof Special Qty 4 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924647 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:14 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-dL4sGgx9i5W9CoR4iLOLnSD8rRsHWfynT_yFl1yiwmp Scale = 1:67.5 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 5x6 8x8 3x4 3x4 3x16 M18AHS 3x6 3x6 3x8 3x6 3x4 3x12 3x6 5x8 6-4-2 6-4-2 12-5-13 6-1-10 22-0-14 9-7-2 31-10-8 9-9-10 6-4-2 6-4-2 12-5-13 6-1-10 18-10-8 6-4-12 25-3-4 6-4-12 31-10-8 6-7-4 2-5-410-9-21-0-128.00 12 6.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:Edge,0-3-8], [12:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.79 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.48 0.05 (loc) 9-11 9-11 8 l/defl >999 >798 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 133 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-11: 2x4 SPF No.2, 1-13,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 4-11, 6-8 REACTIONS. (size)13=0-3-8, 8=Mechanical Max Horz 13=-219(LC 6) Max Uplift 8=-13(LC 11) Max Grav 13=1409(LC 17), 8=1389(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1465/67, 2-3=-1359/127, 3-4=-1247/128, 4-6=-1992/66, 6-7=-434/54, 1-13=-1306/45, 7-8=-324/59 BOT CHORD 11-12=-0/1275, 9-11=0/1507, 8-9=-3/1796 WEBS 3-11=-15/939, 4-11=-696/132, 4-9=0/565, 1-12=0/1163, 6-8=-1739/8 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-5-13, Exterior(2R) 9-5-13 to 15-5-13, Interior(1) 15-5-13 to 28-8-12, Exterior(2E) 28-8-12 to 31-8-12 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss T10 Truss Type Roof Special Qty 4 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924648 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:16 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-ajBchMzQEimtS5bSpmQpttISGFXQ_ah4xIRMpvyiwmn Scale = 1:63.2 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 3x4 5x6 3x8 6x16 3x4 5x10 M18AHS3x6 4x8 3x4 3x6 6x8 6x8 6x18 M18AHS 2x4 5x8 9-10-15 9-10-15 17-8-7 7-9-9 25-6-0 7-9-9 28-7-0 3-1-0 31-10-8 3-3-8 5-0-11 5-0-11 9-10-15 4-10-3 17-8-7 7-9-9 25-6-0 7-9-9 28-7-0 3-1-0 31-10-8 3-3-8 2-5-41-3-09-0-91-3-08.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-3-14,0-1-12], [8:Edge,0-2-8], [11:0-2-8,0-3-0], [12:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.88 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.58 -1.10 0.13 (loc) 11-12 11-12 9 l/defl >658 >346 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 134 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 9-13: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 4-14,7-11,7-9: 2x4 SPF No.2, 6-12: 2x4 SPF 2100F 1.8E 1-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins, except end verticals, and 2-0-0 oc purlins (2-6-6 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-12, 2-15 REACTIONS. (size)9=Mechanical, 15=0-3-8 Max Horz 15=-186(LC 6) Max Uplift 9=-30(LC 11) Max Grav 9=1350(LC 2), 15=1379(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1393/105, 3-4=-1319/100, 4-6=-2626/56, 6-7=-7052/107 BOT CHORD 14-15=0/1098, 12-14=0/2308, 11-12=-106/6961, 10-11=-86/3972, 9-10=-86/3972 WEBS 3-14=0/995, 4-14=-1431/141, 4-12=0/880, 6-12=-4687/114, 6-11=-851/89, 7-11=-31/3216, 7-9=-4009/82, 2-15=-1374/11 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-10-15, Exterior(2R) 6-10-15 to 12-10-15, Interior(1) 12-10-15 to 28-7-0, Exterior(2E) 28-7-0 to 31-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss T11 Truss Type Roof Special Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924649 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:17 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-2wl?viz2?0uk3FAfNUx2P4rZUfsZj?hDAyBwMMyiwmm Scale = 1:58.1 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 3x4 4x10 4x6 5x12 3x6 4x8 3x6 3x4 4x8 3x6 8x8 4x10 2x4 6x16 3x6 3x8 8-3-1 8-3-1 12-1-7 3-10-6 18-9-11 6-8-5 25-6-0 6-8-5 28-7-0 3-1-0 31-10-8 3-3-8 4-2-1 4-2-1 8-3-1 4-1-1 12-1-7 3-10-6 18-9-11 6-8-5 25-6-0 6-8-5 28-7-0 3-1-0 31-10-8 3-3-8 2-5-47-9-51-3-07-11-51-3-07-9-58.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-0-14], [8:Edge,0-2-8], [11:0-2-8,0-2-0], [12:0-2-8,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-SH 0.95 0.95 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.50 -1.02 0.13 (loc) 11-12 11-12 9 l/defl >760 >373 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 9-13: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-12: 2x4 SPF No.2, 1-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-8-5 max.): 3-4, 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 11-12. WEBS 1 Row at midpt 5-14, 6-12, 7-9, 2-16 REACTIONS. (size)9=Mechanical, 16=0-3-8 Max Horz 16=-163(LC 8) Max Uplift 9=-25(LC 11) Max Grav 9=1265(LC 1), 16=1265(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1298/126, 3-4=-1265/139, 4-5=-1516/124, 5-6=-2692/74, 6-7=-6512/79 BOT CHORD 15-16=-6/908, 14-15=0/1027, 12-14=0/2366, 11-12=-80/6417, 10-11=-66/3714, 9-10=-66/3714 WEBS 3-14=-59/561, 4-14=0/373, 5-14=-1309/109, 5-12=0/786, 6-12=-4092/98, 6-11=-870/71, 7-11=-22/2922, 7-9=-3718/61, 2-15=-16/266, 2-16=-1358/40 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-3-1, Exterior(2R) 5-3-1 to 15-1-7, Interior(1) 15-1-7 to 28-7-0, Exterior(2E) 28-7-0 to 31-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 9. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss T12 Truss Type Hip Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924650 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:18 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-W6JN62_gmJ0bhPlrxBSHyINo02IySVLNOcwTuoyiwml Scale = 1:37.7 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 4x6 5x8 3x4 3x6 3x6 3x4 2x4 10x10 3x8 3x12 5x12 5x8 4x8 2-3-8 2-3-8 6-0-0 3-8-8 11-7-8 5-7-8 14-7-0 2-11-8 20-7-0 6-0-0 -0-11-0 0-11-0 2-3-8 2-3-8 6-0-0 3-8-8 11-7-8 5-7-8 14-7-0 2-11-8 20-7-0 6-0-0 21-6-0 0-11-0 0-11-03-9-53-11-00-11-01-0-03-9-56.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-4-0,0-1-15], [9:Edge,0-7-13], [12:0-6-0,0-3-8], [14:0-2-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.55 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.20 0.12 (loc) 11 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-15,2-16,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-9 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. REACTIONS. (size)16=0-3-8, 9=0-3-8 Max Horz 16=47(LC 9) Max Grav 16=873(LC 1), 9=875(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1990/106, 3-4=-1556/86, 4-5=-1367/98, 5-6=-1780/137, 6-7=-1169/91, 2-16=-845/102, 7-9=-816/119 BOT CHORD 13-14=-36/2016, 12-13=-15/1789, 9-10=-51/319 WEBS 3-14=0/283, 3-13=-647/94, 4-13=0/400, 5-13=-536/62, 10-12=0/1037, 6-12=-43/1033, 6-10=-363/52, 2-14=-36/1601, 7-10=0/658 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 2-1-12, Exterior(2R) 2-1-12 to 18-6-0, Exterior(2E) 18-6-0 to 21-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss T13 Truss Type Hip Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924651 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:19 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-_ItlKN?IXd9SJZK1VuzWUVw?jScaBxmWdGg0QEyiwmk Scale = 1:37.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 4x6 5x8 3x4 3x4 3x6 3x6 2x4 3x4 3x12 5x8 4x6 8x8 2x4 4x8 4x8 2-3-8 2-3-8 8-0-0 5-8-8 11-7-8 3-7-8 16-5-4 4-9-12 20-7-0 4-1-12 -0-11-0 0-11-0 2-3-8 2-3-8 8-0-0 5-8-8 11-7-8 3-7-8 12-7-0 0-11-8 16-5-4 3-10-4 20-7-0 4-1-12 21-6-0 0-11-0 0-11-04-9-54-11-00-11-01-0-04-9-56.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-4-0,0-1-15], [8:0-3-0,0-1-12], [11:0-4-0,0-3-4], [13:0-5-8,0-2-4], [15:0-2-8,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.59 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.18 0.13 (loc) 15 14-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-12,8-10: 2x4 SPF-S Stud, 2-17: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-14 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. REACTIONS. (size)17=0-3-8, 10=0-3-8 Max Horz 17=-57(LC 8) Max Uplift 17=-4(LC 10), 10=-3(LC 11) Max Grav 17=872(LC 1), 10=874(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2213/120, 3-4=-1341/79, 4-5=-1134/97, 5-6=-1143/106, 6-7=-1143/128, 7-8=-1169/74, 2-17=-850/93, 8-10=-831/95 BOT CHORD 14-15=-89/2139, 13-14=0/1148 WEBS 3-15=0/329, 3-14=-1006/171, 4-14=0/317, 11-13=0/1026, 6-13=-15/427, 2-15=-85/1891, 8-11=-3/865 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 2-2-4, Interior(1) 2-2-4 to 3-9-1, Exterior(2R) 3-9-1 to 16-9-15, Interior(1) 16-9-15 to 18-6-0, Exterior(2E) 18-6-0 to 21-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss T14 Truss Type Hip Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924652 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:20 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-SVR7Xj0wIxHJwjuE2cVl1jT5rswAwM_gswPaygyiwmj Scale = 1:41.6 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 5x16 M18AHS 3x4 3x6 3x6 2x4 2x4 10x10 4x8 5x8 4x10 4x8 6x8 3x6 2-3-8 2-3-8 10-0-0 7-8-8 10-7-0 0-7-0 11-7-8 1-0-8 16-0-12 4-5-4 20-7-0 4-6-4 -0-11-00-11-0 2-3-82-3-8 10-0-07-8-8 10-7-00-7-0 11-7-81-0-8 16-0-124-5-4 20-7-04-6-4 21-6-00-11-0 0-11-05-9-55-11-00-11-01-0-05-9-56.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-8-0,0-1-11], [10:Edge,0-7-13], [13:0-3-8,0-3-0], [15:0-3-8,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.76 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.34 0.16 (loc) 14-15 14-15 10 l/defl >999 >715 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 91 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-16,8-10: 2x4 SPF-S Stud, 2-17: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-5-9 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. WEBS 1 Row at midpt 3-14 REACTIONS. (size)17=0-3-8, 10=0-3-8 Max Horz 17=-66(LC 8) Max Uplift 17=-15(LC 10), 10=-13(LC 11) Max Grav 17=872(LC 1), 10=874(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2253/166, 3-4=-1180/58, 4-5=-940/76, 5-6=-1102/109, 6-7=-1175/78, 7-8=-1173/53, 2-17=-854/81, 8-10=-828/83 BOT CHORD 14-15=-217/2352, 13-14=0/926 WEBS 3-15=0/351, 3-14=-1390/283, 5-14=-74/407, 2-15=-187/1880, 2-16=-80/318, 11-13=0/1003, 7-11=-261/54, 8-11=0/854, 5-13=-113/342 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 2-1-12, Interior(1) 2-1-12 to 5-9-1, Exterior(2R) 5-9-1 to 14-9-15, Interior(1) 14-9-15 to 18-6-0, Exterior(2E) 18-6-0 to 21-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss T15 Truss Type Roof Special Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924653 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:22 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-OtZuyP1AqYX1A02cA1XD68YWWgeiOJ5yJEuh1Zyiwmh Scale = 1:39.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 4x8 3x4 3x4 3x6 2x4 2x4 10x10 5x8 3x6 4x10 4x8 3x6 6x8 2-3-8 2-3-8 6-3-8 4-0-0 11-7-8 5-4-0 16-1-4 4-5-12 20-7-0 4-5-12 -0-11-0 0-11-0 2-3-8 2-3-8 10-3-8 8-0-0 11-7-8 1-4-0 16-1-4 4-5-12 20-7-0 4-5-12 21-6-0 0-11-0 0-11-06-0-120-11-01-0-06.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [9:Edge,0-7-13], [12:0-2-8,0-3-0], [14:0-4-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.63 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.15 0.12 (loc) 14 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-11,2-16,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. REACTIONS. (size)16=0-3-8, 9=0-3-8 Max Horz 16=67(LC 9) Max Uplift 16=-16(LC 10), 9=-14(LC 11) Max Grav 16=872(LC 1), 9=874(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2448/210, 3-4=-1425/79, 4-5=-1076/130, 5-6=-1165/106, 6-7=-1174/84, 2-16=-857/100, 7-9=-827/103 BOT CHORD 13-14=-246/2395, 12-13=0/886 WEBS 3-14=-10/329, 4-12=-38/462, 4-13=0/470, 3-13=-1239/308, 2-14=-225/2146, 6-10=-258/63, 10-12=0/991, 7-10=-4/848 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 2-2-4, Interior(1) 2-2-4 to 7-3-8, Exterior(2R) 7-3-8 to 13-3-8, Interior(1) 13-3-8 to 18-6-0, Exterior(2E) 18-6-0 to 21-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 9. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss T16 Truss Type Common Qty 5 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924654 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:23 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-s47G9l2pbsfuoAdokk2SfL4ga3wO7mz6YueEZ?yiwmg Scale = 1:38.9 1 2 3 4 5 6 10 9 8 7 11 12 13 14 4x6 10x10 3x4 3x8 3x6 3x6 10x10 10-3-8 10-3-8 20-7-0 10-3-8 -0-11-0 0-11-0 5-3-0 5-3-0 10-3-8 5-0-8 15-4-0 5-0-8 20-7-0 5-3-0 0-11-06-0-120-11-06.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [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-SH 0.53 0.86 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.43 0.03 (loc) 8-10 8-10 7 l/defl >999 >570 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 10=0-3-8 Max Horz 10=70(LC 7) Max Uplift 10=-13(LC 10) Max Grav 7=810(LC 1), 10=877(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-373/32, 3-4=-926/95, 4-5=-927/96, 5-6=-337/20, 2-10=-350/81, 6-7=-258/37 BOT CHORD 8-10=-49/959, 7-8=-53/969 WEBS 4-8=0/515, 5-8=-274/136, 3-8=-263/134, 3-10=-813/97, 5-7=-858/113 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 7-3-8, Exterior(2R) 7-3-8 to 13-3-8, Interior(1) 13-3-8 to 17-5-4, Exterior(2E) 17-5-4 to 20-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss T17 Truss Type Common Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924655 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:24 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-LGgeN53RL9nlPKC?HSZhBZdrKTGdsDBFnYNn6Syiwmf Scale = 1:38.8 1 2 3 4 5 9 8 7 6 10 11 12 13 3x4 4x6 3x4 3x6 3x8 3x6 3x6 5x8 5x8 10-3-8 10-3-8 20-7-0 10-3-8 5-3-0 5-3-0 10-3-8 5-0-8 15-4-0 5-0-8 20-7-0 5-3-0 0-11-06-0-120-11-06.00 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-SH 0.53 0.86 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.43 0.03 (loc) 7-9 7-9 6 l/defl >999 >570 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 6=0-3-8 Max Horz 9=-63(LC 8) Max Grav 9=812(LC 1), 6=812(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-337/20, 2-3=-930/97, 3-4=-930/97, 4-5=-337/20, 1-9=-258/38, 5-6=-258/38 BOT CHORD 7-9=-54/972, 6-7=-54/972 WEBS 3-7=0/517, 4-7=-274/136, 2-7=-274/136, 2-9=-861/115, 4-6=-861/115 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-3-8, Exterior(2R) 7-3-8 to 13-3-8, Interior(1) 13-3-8 to 17-5-4, Exterior(2E) 17-5-4 to 20-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss T18 Truss Type Roof Special Qty 2 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924656 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:25 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-pSE0aR436Tvb1UnBr94wkmA?8tg8bjwP?C7Leuyiwme Scale = 1:68.6 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 3x4 4x8 4x6 4x8 3x4 3x4 3x4 3x4 2x4 3x4 3x4 5x12 3x4 9-11-4 9-11-4 18-7-0 8-7-12 25-10-0 7-3-0 -0-11-0 0-11-0 6-4-0 6-4-0 12-5-8 6-1-8 18-7-0 6-1-8 25-10-0 7-3-0 0-9-06-11-511-9-59-1-1211-9-54.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-5-5,Edge], [8:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.59 0.58 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.33 -0.32 (loc) 2-12 2-12 14 l/defl >736 >363 n/a L/d 240 180 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-9: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 3-3-13 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 7-9 REACTIONS. (size)2=0-3-0, 12=0-3-8, 14=0-3-8 Max Horz 2=299(LC 7) Max Uplift 2=-85(LC 6), 12=-7(LC 10), 14=-93(LC 10) Max Grav 2=422(LC 20), 12=1243(LC 2), 14=629(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-410/181, 4-6=-248/268, 6-7=-565/58, 9-13=-34/480, 8-13=-34/480 BOT CHORD 9-10=-18/406 WEBS 4-12=-494/132, 6-12=-780/56, 6-10=0/320, 7-9=-536/119, 8-14=-637/97 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 25-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 14. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss T19 Truss Type Roof Special Qty 6 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924657 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:26 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-HfoOon4htn1SfeMNPtb9H_i9KH?1KC8YEssuAKyiwmd Scale = 1:65.2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 3x4 5x8 4x8 4x6 2x4 3x4 3x4 3x8 4x8 3x4 6x8 3x4 9-11-4 9-11-4 12-1-0 2-1-12 18-7-0 6-6-0 25-0-8 6-5-8 25-10-0 0-9-8 -0-11-0 0-11-0 6-1-12 6-1-12 12-1-0 5-11-4 18-7-0 6-6-0 25-10-0 7-3-0 0-9-06-11-511-9-59-9-59-1-122-0-04.00 12 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-0], [7:0-4-8,Edge], [10:0-4-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.60 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.42 -0.35 (loc) 12-13 12-13 15 l/defl >554 >278 n/a L/d 240 180 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS. (size)12=0-3-8, 13=0-3-0, 15=0-3-8 Max Horz 13=282(LC 7) Max Uplift 12=-69(LC 10), 13=-54(LC 6), 15=-71(LC 10) Max Grav 12=1298(LC 1), 13=287(LC 20), 15=503(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-365/23, 5-6=-511/0, 8-14=0/341, 7-14=0/341, 2-13=-326/104 BOT CHORD 8-9=-3/418 WEBS 5-10=-731/81, 3-12=-756/213, 10-12=-941/111, 3-10=-137/585, 5-9=0/510, 6-8=-479/78, 3-13=-145/369, 7-15=-508/75 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 25-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 13, 15. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss T20 Truss Type Common Qty 2 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924658 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:27 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-lrMn?75Je49JGoxaza7OpBFMahHK3aeiTWcSimyiwmc Scale = 1:39.5 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 4x6 3x4 3x8 3x6 3x6 10x10 10x10 10-3-8 10-3-8 20-7-0 10-3-8 -0-11-0 0-11-0 5-3-0 5-3-0 10-3-8 5-0-8 15-4-0 5-0-8 20-7-0 5-3-0 21-6-0 0-11-0 0-11-06-0-120-11-06.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [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-SH 0.53 0.86 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.43 0.03 (loc) 9-11 9-11 8 l/defl >999 >570 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 8=0-3-8 Max Horz 11=-67(LC 8) Max Uplift 11=-13(LC 10), 8=-13(LC 11) Max Grav 11=875(LC 1), 8=875(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-373/32, 3-4=-922/93, 4-5=-922/93, 5-6=-373/32, 2-11=-350/81, 6-8=-350/81 BOT CHORD 9-11=-43/957, 8-9=-23/957 WEBS 4-9=0/513, 5-9=-263/135, 3-9=-263/134, 3-11=-810/96, 5-8=-810/96 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 7-3-8, Exterior(2R) 7-3-8 to 13-3-8, Interior(1) 13-3-8 to 18-6-0, Exterior(2E) 18-6-0 to 21-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss T21 Truss Type Common Qty 2 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924659 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:28 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-D1w9DS6xPOHAuxWmWHedMOocB4pdoCRrhAL?FDyiwmb Scale = 1:29.3 1 2 3 6 5 4 7 3x6 4x6 3x6 3x4 3x8 3x4 3-9-10 3-9-10 6-8-0 2-10-6 7-1-8 0-5-8 3-9-10 3-9-10 6-8-0 2-10-6 7-1-8 0-5-8 1-3-04-5-00-3-810.00 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 0.22 0.08 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=0-5-8 Max Horz 6=89(LC 7) Max Grav 6=255(LC 1), 4=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) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 3-9-10, Exterior(2E) 3-9-10 to 6-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss TG01 Truss Type Common Girder Qty 1 Ply 2 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924660 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:29 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-hEUXQo7ZAiP1W55y4?9sucKjyU_GXSp_wq5Ynfyiwma Scale = 1:55.2 1 2 3 4 5 6 10 9 8 711121314151617 4x8 10x16 M18AHS 7x16 M18AHS 12x12 4x6 4x6 10x16 M18AHS 5-0-8 5-0-8 9-9-8 4-9-0 14-6-8 4-9-0 19-7-0 5-0-8 -0-11-0 0-11-0 5-0-8 5-0-8 9-9-8 4-9-0 14-6-8 4-9-0 19-7-0 5-0-8 1-3-09-4-151-3-010.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-12], [6:Edge,0-2-12], [8:0-6-0,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.83 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.30 0.02 (loc) 7-8 7-8 7 l/defl >999 >761 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 260 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-8: 2x4 SPF No.2, 2-10,6-7: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 10=0-3-8 Max Horz 10=180(LC 26) Max Uplift 7=-123(LC 9), 10=-168(LC 8) Max Grav 7=6764(LC 2), 10=6511(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3277/170, 3-4=-5790/214, 4-5=-5792/214, 5-6=-3490/104, 2-10=-2247/145, 6-7=-2304/85 BOT CHORD 8-10=-144/4285, 7-8=-76/4316 WEBS 4-8=-194/7064, 5-8=-201/262, 3-8=-186/275, 3-10=-2665/37, 5-7=-2470/94 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=123, 10=168. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1245 lb down and 45 lb up at 1-10-4, 1331 lb down and 50 lb up at 3-10-4, 1331 lb down and 50 lb up at 5-10-4, 1331 lb down and 50 lb up at 7-10-4, 1331 lb down and 50 lb up at 9-10-4, 1369 lb down and 33 lb up at 11-10-4, 1369 lb down and 33 lb up at 13-10-4, and 1369 lb down and 33 lb up at 15-10-4, and 1369 lb down and 33 lb up 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 August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss TG01 Truss Type Common Girder Qty 1 Ply 2 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924660 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:30 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-9Q2vd87Cx?Xu7Ff9eig5RptuiuKVGv289Uq6J5yiwmZ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 7-10=-20 Concentrated Loads (lb) Vert: 9=-1245(F) 8=-1245(F) 11=-1245(F) 12=-1245(F) 13=-1245(F) 14=-1243(F) 15=-1243(F) 16=-1243(F) 17=-1243(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss TG02 Truss Type Common Girder Qty 1 Ply 2 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924661 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:31 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-dcbHrU8qiJfllPELCQBK_1Q1cIm2?MGHO8afrYyiwmY Scale = 1:40.5 1 2 3 4 5 6 7 11 10 9 8121314151617 18 19 20 5x12 8x16 5x8 5x12 8x16 6x18 M18AHS 12x12 5x8 4x8 5x8 4x8 5-3-8 5-3-8 10-3-8 5-0-0 15-3-8 5-0-0 20-7-0 5-3-8 5-3-8 5-3-8 10-3-8 5-0-0 15-3-8 5-0-0 20-7-0 5-3-8 0-11-06-0-120-11-06.00 12 Plate Offsets (X,Y)-- [1:0-4-1,0-4-0], [7:0-4-1,0-4-0], [8:0-6-4,0-2-0], [11:0-6-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.59 0.42 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.19 0.05 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 264 lb FT = 20% GRIP 169/123 186/179 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-11-4, Right 2x4 SPF-S Stud 2-11-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 7=0-3-8 Max Horz 1=-67(LC 34) Max Grav 1=6264(LC 2), 7=8062(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-10291/0, 3-4=-8061/0, 4-5=-8060/0, 5-7=-11095/0 BOT CHORD 1-11=0/8901, 9-11=0/8901, 8-9=0/9626, 7-8=0/9626 WEBS 4-9=0/6640, 5-9=-2826/0, 5-8=0/3178, 3-9=-1980/0, 3-11=0/2379 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 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 1020 lb down at 2-0-12, 1119 lb down at 4-0-12, 1119 lb down at 6-0-12, 1386 lb down at 8-0-12, 1407 lb down at 10-0-12, 1385 lb down at 12-0-12, 1392 lb down at 14-0-12, 1404 lb down at 16-0-12, and 1420 lb down at 18-0-12, and 1384 lb down at 20-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss TG02 Truss Type Common Girder Qty 1 Ply 2 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924661 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:31 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-dcbHrU8qiJfllPELCQBK_1Q1cIm2?MGHO8afrYyiwmY LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 1-7=-20 Concentrated Loads (lb) Vert: 9=-1260(F) 12=-1020(F) 13=-1020(F) 14=-1020(F) 15=-1255(F) 16=-1260(F) 17=-1260(F) 18=-1260(F) 19=-1261(F) 20=-1248(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924662 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:33 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-a?j2GAA4EwvT_jOjJrDo3SVMS5NdTI5arS3mwQyiwmW Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 3x4 8x8 6x18 M18AHS 5x12 4x6 3x8 3x6 4x8 5x6 5x12 5x12 2x4 5x12 2x4 4x8 4x8 3x6 4x6 9-10-15 9-10-15 16-10-7 6-11-9 23-10-0 6-11-9 26-10-0 3-0-0 29-10-0 3-0-0 32-2-0 2-4-0 5-1-3 5-1-3 9-10-15 4-9-11 14-6-10 4-7-11 19-2-5 4-7-11 23-10-0 4-7-11 26-10-0 3-0-0 29-10-0 3-0-0 32-2-0 2-4-0 33-1-0 0-11-0 2-5-41-11-19-0-90-11-01-11-18.00 12 6.00 12 Plate Offsets (X,Y)-- [3:Edge,0-3-8], [6:0-10-0,0-1-12], [8:0-6-0,0-0-15], [10:0-5-9,0-0-5], [14:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.67 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.56 0.06 (loc) 14-16 14-16 10 l/defl >999 >683 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 169 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 10-15: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-18,5-14,6-13,8-13: 2x4 SPF No.2 SLIDER Right 2x4 SPF-S Stud 1-7-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-4 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 2-19 REACTIONS. (size)19=Mechanical, 10=0-3-8 Max Horz 19=-185(LC 4) Max Uplift 10=-146(LC 9) Max Grav 19=1407(LC 42), 10=1383(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1446/96, 3-4=-1310/80, 4-5=-2483/129, 5-6=-5465/302, 6-7=-3749/296, 7-8=-3748/296, 8-10=-2037/219 BOT CHORD 18-19=-8/1147, 16-18=0/1763, 14-16=-37/2645, 13-14=-202/5002, 12-13=-154/1727, 10-12=-155/1727 WEBS 3-18=-34/1098, 4-18=-1048/147, 4-16=-64/1207, 5-16=-946/151, 5-14=-196/2933, 6-14=-1880/209, 6-13=-1456/24, 7-13=-352/77, 8-13=-112/2305, 2-19=-1449/19 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=146. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 lb down and 75 lb up at 27-9-4, and 28 lb down and 75 lb up at 29-10-0 on top chord, and 19 lb down and 41 lb up at 27-9-4, and 19 lb down and 41 lb up at 29-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).Continued on page 2 August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924662 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:33 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-a?j2GAA4EwvT_jOjJrDo3SVMS5NdTI5arS3mwQyiwmW LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-8=-60, 8-11=-60, 10-19=-20 Concentrated Loads (lb) Vert: 8=25(F) 20=25(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss TG04 Truss Type Hip Girder Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924663 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:35 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-WNrohsBKmYABE0Y6RFGG8taizv0VxAftIlYt_JyiwmU Scale = 1:38.1 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 28 29 30 5x8 6x10 8x8 2x4 3x6 3x6 2x4 10x16 M18AHS 4x6 5x6 10x16 5x8 2x4 5x12 2-3-8 2-3-8 4-0-0 1-8-8 11-7-8 7-7-8 16-7-0 4-11-8 20-7-0 4-0-0 -0-11-0 0-11-0 2-3-8 2-3-8 4-0-0 1-8-8 11-7-8 7-7-8 16-7-0 4-11-8 20-7-0 4-0-0 21-6-0 0-11-0 0-11-02-9-52-11-00-11-01-0-02-9-56.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-15], [7:0-5-0,0-1-7], [10:0-4-15,0-6-5], [13:0-10-8,0-6-4], [16:0-2-0,0-0-0], [18:Edge,0-5-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.84 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.54 0.21 (loc) 12 12 10 l/defl >918 >450 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 100 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 13-16: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-17,6-12,7-13,2-16: 2x4 SPF No.2, 2-18: 2x4 SP 2400F 2.0E 8-10: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-4 max.): 4-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)18=0-3-8, 10=0-3-8 Max Horz 18=-38(LC 6) Max Uplift 18=-96(LC 8), 10=-84(LC 9) Max Grav 18=1184(LC 1), 10=1198(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2987/306, 3-4=-2830/326, 4-5=-3830/470, 5-6=-3827/469, 6-7=-4729/585, 7-8=-1587/150, 2-18=-1126/108, 8-10=-914/94 BOT CHORD 17-18=-30/279, 15-16=-326/3153, 14-15=-285/2549, 13-14=-606/5032, 11-12=-32/261, 10-11=-106/1359 WEBS 3-16=-26/526, 3-15=-598/53, 4-15=0/403, 11-13=-86/1158, 7-13=-466/3439, 7-11=-409/138, 2-16=-243/2353, 5-14=-458/125, 4-14=-195/1388, 6-14=-1268/167 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss TG04 Truss Type Hip Girder Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924663 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:35 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-WNrohsBKmYABE0Y6RFGG8taizv0VxAftIlYt_JyiwmU NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 36 lb up at 2-0-12, 84 lb down and 52 lb up at 4-0-0, 65 lb down and 52 lb up at 6-0-12, 65 lb down and 52 lb up at 8-0-12, 65 lb down and 52 lb up at 10-0-12, 65 lb down and 52 lb up at 10-6-4, 41 lb down and 53 lb up at 12-6-4, 41 lb down and 53 lb up at 14-6-4, and 59 lb down and 53 lb up at 16-7-0, and 64 lb down and 36 lb up at 18-6-4 on top chord, and 37 lb down at 2-3-8, 6 lb down at 4-0-12, 6 lb down at 6-0-12, 6 lb down at 8-0-12, 6 lb down at 10-0-12, 6 lb down at 10-6-4, 32 lb down at 12-6-4, 32 lb down at 14-6-4, and 32 lb down at 16-6-4, and 37 lb down at 18-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-7=-60, 7-8=-60, 8-9=-60, 17-18=-20, 13-16=-20, 10-12=-20 Concentrated Loads (lb) Vert: 4=-65(B) 7=-41(B) 17=-37(B) 3=-24(B) 11=-22(B) 5=-65(B) 19=-65(B) 20=-65(B) 21=-65(B) 22=-41(B) 23=-41(B) 24=-24(B) 28=-22(B) 29=-22(B) 30=-37(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss V01 Truss Type Valley Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924664 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:36 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-_aPAuBCyXrI2rA7I_znVh47tUJUjgpN0XPHQXlyiwmT Scale = 1:43.5 1 2 3 5 4 6 7 3x4 3x4 3x4 2x4 2x4 8-8-10 8-8-10 0-0-47-3-310.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.65 0.33 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-8-5, 4=8-8-5, 5=8-8-5 Max Horz 1=188(LC 7) Max Uplift 1=-8(LC 6), 4=-37(LC 7), 5=-121(LC 10) Max Grav 1=199(LC 18), 4=177(LC 17), 5=541(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-324/254 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) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-4-7, Exterior(2R) 4-4-7 to 8-7-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=121. 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss V02 Truss Type Valley Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924665 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:36 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-_aPAuBCyXrI2rA7I_znVh47wBJVOgp30XPHQXlyiwmT Scale = 1:38.1 1 2 3 5 463x4 3x4 3x4 2x4 2x4 7-6-3 7-6-3 0-0-46-3-310.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [3:0-2-13,Edge], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.47 0.28 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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)1=7-5-15, 4=7-5-15, 5=7-5-15 Max Horz 1=162(LC 7) Max Uplift 1=-16(LC 6), 4=-33(LC 7), 5=-105(LC 10) Max Grav 1=145(LC 18), 4=186(LC 17), 5=458(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-281/225 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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=105. 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss V03 Truss Type Valley Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924666 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:37 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-SmzZ5XDbI9QuTKiVYgIkDIg71jswPHSAm31z3ByiwmS Scale: 3/8"=1' 1 2 3 5 43x4 3x4 3x4 2x4 2x4 6-3-13 6-3-13 0-0-45-3-310.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [3:0-2-13,Edge], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.20 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-3-8, 4=6-3-8, 5=6-3-8 Max Horz 1=135(LC 7) Max Uplift 1=-37(LC 8), 4=-28(LC 7), 5=-94(LC 10) Max Grav 1=88(LC 7), 4=141(LC 17), 5=333(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-253/226 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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss V04 Truss Type Valley Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924667 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:38 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-wyXxJtED2TYl5UHh6OpzmVCAv6768jZJ?jmXbeyiwmR Scale = 1:25.9 1 2 33x4 3x4 3x4 5-1-7 5-1-7 0-0-44-3-310.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [2:0-2-13,Edge], [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.78 0.46 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: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-1-2, 3=5-1-2 Max Horz 1=108(LC 7) Max Uplift 3=-33(LC 10) Max Grav 1=189(LC 1), 3=204(LC 17) 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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss V05 Truss Type Valley Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924668 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:39 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-O94JWDErpmgciertg5KCIjlROWXjtApTDNW474yiwmQ Scale = 1:19.3 1 2 3 3x4 3x4 3x4 3-11-0 3-11-0 0-0-43-3-310.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [2:0-2-13,Edge], [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.41 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-10-11, 3=3-10-11 Max Horz 1=80(LC 7) Max Uplift 3=-25(LC 10) Max Grav 1=141(LC 1), 3=152(LC 17) 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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss V06 Truss Type Valley Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924669 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:39 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-O94JWDErpmgciertg5KCIjlVEWZztApTDNW474yiwmQ Scale = 1:14.3 1 2 3 3x4 3x4 3x4 2-8-10 2-8-10 0-0-42-3-310.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [2:0-2-13,Edge], [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.10 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 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-8-5, 3=2-8-5 Max Horz 1=53(LC 7) Max Uplift 3=-16(LC 10) Max Grav 1=93(LC 1), 3=100(LC 17) 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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss V07 Truss Type Valley Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924670 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:40 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-tLehkZFTa4oTKoQ4DprRrwIi3wwQcd3cS1FegWyiwmP Scale = 1:9.2 1 2 3 3x4 3x4 3x4 1-6-3 1-6-3 0-0-41-3-310.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [2:0-2-13,Edge], [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-5-15, 3=1-5-15 Max Horz 1=26(LC 9) Max Uplift 3=-8(LC 10) Max Grav 1=45(LC 1), 3=49(LC 17) 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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss V08 Truss Type Valley Qty 3 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924671 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:41 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-LXC3xvG5LOwKyx?GnWNgN8ql2KB2L2Vlhh?BCzyiwmO Scale = 1:49.1 1 2 3 5 43x4 3x4 3x4 2x4 2x4 9-9-0 9-9-0 9-10-8 0-1-8 0-0-48-0-1010.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.38 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 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. WEBS 1 Row at midpt 3-4 REACTIONS. (size)1=9-10-3, 4=9-10-3, 5=9-10-3 Max Horz 1=214(LC 7) Max Uplift 1=-4(LC 6), 4=-40(LC 7), 5=-136(LC 10) Max Grav 1=246(LC 18), 4=179(LC 17), 5=614(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-378/212 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) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-9-4, Exterior(2E) 6-9-4 to 9-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=136. 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss V09 Truss Type Valley Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924672 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:42 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-pkmS9FHj6h2BZ5aSLEuvwLNuDkXk4WnvvLkkkPyiwmN Scale = 1:44.7 1 2 3 5 43x4 3x4 3x4 2x4 2x4 8-10-2 8-10-2 8-11-10 0-1-8 0-0-47-3-1010.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.70 0.35 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-11-5, 4=8-11-5, 5=8-11-5 Max Horz 1=194(LC 7) Max Uplift 1=-9(LC 6), 4=-38(LC 7), 5=-124(LC 10) Max Grav 1=201(LC 18), 4=189(LC 17), 5=558(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-334/249 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) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-10-6, Exterior(2E) 5-10-6 to 8-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=124. 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss V10 Truss Type Valley Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924673 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:42 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-pkmS9FHj6h2BZ5aSLEuvwLNx6kYD4WUvvLkkkPyiwmN Scale = 1:38.7 1 2 3 5 463x4 3x4 3x4 2x4 2x4 7-7-11 7-7-11 7-9-3 0-1-8 0-0-46-3-1010.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [3:0-1-3,Edge], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.51 0.32 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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)1=7-8-15, 4=7-8-15, 5=7-8-15 Max Horz 1=168(LC 7) Max Uplift 1=-18(LC 6), 4=-34(LC 7), 5=-109(LC 10) Max Grav 1=146(LC 18), 4=197(LC 17), 5=478(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-292/240 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) 0-3-7 to 3-6-11, Interior(1) 3-6-11 to 4-7-15, Exterior(2E) 4-7-15 to 7-7-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=109. 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss V11 Truss Type Valley Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924674 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:43 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-HwKqMbILt?A2BF9evxP8TZv8t7vyp_t28?UIGryiwmM Scale = 1:32.6 1 2 3 5 43x4 3x4 3x4 2x4 2x4 6-5-5 6-5-5 6-6-13 0-1-8 0-0-45-3-1010.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [3:0-1-3,Edge], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.22 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-6-8, 4=6-6-8, 5=6-6-8 Max Horz 1=141(LC 7) Max Uplift 1=-42(LC 8), 4=-29(LC 7), 5=-99(LC 10) Max Grav 1=92(LC 7), 4=149(LC 17), 5=350(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-266/242 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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss V12 Truss Type Valley Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924675 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:44 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-l6uCZxI_eJIvpPkrSewN?mSCtXBvYR2CNfDrpHyiwmL Scale = 1:25.8 1 2 33x4 3x4 3x4 5-2-15 5-2-15 5-4-7 0-1-8 0-0-44-3-1010.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.81 0.50 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-4-2, 3=5-4-2 Max Horz 1=112(LC 7) Max Uplift 3=-34(LC 10) Max Grav 1=196(LC 1), 3=212(LC 17) 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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss V13 Truss Type Valley Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924676 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:45 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-DJSanGJcPcQmQZJ10MRcY_?SrxZWHuILcJzOLkyiwmK Scale = 1:19.8 1 2 3 3x4 3x4 3x4 4-0-8 4-0-8 4-2-0 0-1-8 0-0-43-3-1010.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [2:0-1-3,Edge], [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-1-11, 3=4-1-11 Max Horz 1=86(LC 7) Max Uplift 3=-26(LC 10) Max Grav 1=151(LC 1), 3=163(LC 17) 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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss V14 Truss Type Valley Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924677 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:45 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-DJSanGJcPcQmQZJ10MRcY_?VVxb4HuILcJzOLkyiwmK Scale = 1:17.5 1 2 3 3x4 3x4 3x4 3-5-11 3-5-11 0-0-42-10-1210.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [2:0-2-13,Edge], [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-5-7, 3=3-5-7 Max Horz 1=70(LC 7) Max Uplift 3=-21(LC 10) Max Grav 1=123(LC 1), 3=133(LC 17) 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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss V15 Truss Type Valley Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924678 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:46 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-hV?y_cKEAwYd2juDa3yr4BXh3LyN0LYVqziytAyiwmJ Scale = 1:14.9 1 2 3 3x4 3x4 3x4 2-10-8 2-10-8 0-0-42-4-1210.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [2:0-2-13,Edge], [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-10-8, 3=2-10-8 Max Horz 1=57(LC 7) Max Uplift 3=-17(LC 10) Max Grav 1=99(LC 1), 3=107(LC 17) 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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss V16 Truss Type Valley Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924679 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:47 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-9hZLCyLsxEgUgsTQ8nU4dP4qtlF8lo3e3dSVQcyiwmI Scale = 1:16.9 1 2 3 4 5 6 3x4 3x6 3x4 2x4 0-0-8 0-0-8 9-3-14 9-3-6 4-7-15 4-7-15 9-3-14 4-7-15 0-0-42-4-00-0-46.00 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-SH 0.38 0.27 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-2-14, 3=9-2-14, 4=9-2-14 Max Horz 1=-26(LC 11) Max Uplift 1=-9(LC 10), 3=-14(LC 11) Max Grav 1=153(LC 23), 3=153(LC 24), 4=373(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, Exterior(2R) 3-5-9 to 5-10-5, Exterior(2E) 5-10-5 to 8-10-5 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss V17 Truss Type Valley Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924680 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:48 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-et7jPILUiXoLH01chU?JAcd3X8dhUF2nIHB3y3yiwmH Scale = 1:7.7 1 2 3 3x4 3x4 3x4 0-0-8 0-0-8 3-11-14 3-11-6 1-11-15 1-11-15 3-11-14 1-11-15 0-0-41-0-00-0-46.00 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 0.07 0.19 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 3-11-14 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-10-14, 3=3-10-14 Max Horz 1=9(LC 10) Max Grav 1=123(LC 1), 3=123(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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss V18 Truss Type Valley Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924681 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:48 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-et7jPILUiXoLH01chU?JAcdwt8Z6UF2nIHB3y3yiwmH Scale: 1"=1' 1 2 3 3x4 3x4 3x4 5-3-13 5-3-13 0-0-41-9-44.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.68 0.42 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-3-1, 3=5-3-1 Max Horz 1=46(LC 9) Max Uplift 1=-6(LC 6), 3=-13(LC 10) Max Grav 1=181(LC 1), 3=181(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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss V19 Truss Type Valley Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924682 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:49 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-64h5deM6TrwBvAcoFCWYiq9EDY?CDiHxXxxcUVyiwmG Scale = 1:11.0 1 2 3 3x4 3x4 3x4 1-11-7 1-11-7 0-0-41-7-810.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [2:0-2-13,Edge], [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-11-2, 3=1-11-2 Max Horz 1=35(LC 7) Max Uplift 3=-11(LC 10) Max Grav 1=62(LC 1), 3=67(LC 17) 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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss V20 Truss Type Valley Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924683 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:50 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-aGFTq_NlE922XKB?pv1nF1iPoyLKy9X4lbg90xyiwmF Scale = 1:9.9 1 2 3 3x4 3x4 3x4 2-1-8 2-1-8 1-5-00-0-48.00 12 Plate Offsets (X,Y)-- [1:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=2-1-2, 2=2-1-2 Max Horz 3=-31(LC 6) Max Uplift 3=-9(LC 11) Max Grav 3=70(LC 18), 2=67(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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. August 30,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 45_AMBLESIDE_HIGHLAN~S Truss V21 Truss Type Valley Qty 1 Ply 1 45 AMBLESIDE HIGHLANDS Job Reference (optional) I53924684 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Aug 29 16:53:51 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:v7ZcTMgjsC2ALlBtdA9LQ7zaj7z-2Spr1KON?SBv8UmBNdY0nFFb2MgshcnE_FQjZNyiwmE Scale = 1:8.8 1 2 3 3x4 3x4 3x4 1-9-6 1-9-6 1-2-40-0-48.00 12 Plate Offsets (X,Y)-- [1:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=1-9-0, 2=1-9-0 Max Horz 3=-24(LC 6) Max Uplift 3=-7(LC 11) Max Grav 3=55(LC 18), 2=53(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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. August 30,2022 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths