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HomeMy WebLinkAboutNVL 320 Stamped Truss Prints16023 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). May 26,2021 Liu, Xuegang Pages or sheets covered by this seal: I46307236 thru I46307315 My license renewal date for the state of Indiana is July 31, 2022. J21103158 McKenzie 320 Northvale 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 J21103158 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307236 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:27:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-16t5BMNVJ00?s3SWxu5Fnd_wYmMi?7vhnYJj6gzCdfX Scale = 1:46.1 1 2 3 5 4 6 7 3x4 8x8 3x4 4x6 6-10-106-10-10 -1-3-9 1-3-9 6-10-10 6-10-10 3-0-87-10-157-7-70-3-87-10-158.49 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.36 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.08 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-9, 4=0-1-8 Max Horz 5=185(LC 8) Max Uplift 5=-106(LC 4), 4=-401(LC 8) Max Grav 5=462(LC 32), 4=459(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-389/40, 3-4=-260/189 BOT CHORD 4-5=-251/163 WEBS 2-4=-166/261 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=106, 4=401. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 108 lb down and 118 lb up at 4-1-12, and 108 lb down and 118 lb up at 4-1-12 on top chord, and 101 lb down and 130 lb up at 4-1-12, and 101 lb down and 130 lb up at 4-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 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=-80, 2-3=-80, 4-5=-20 May 26,2021 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 J21103158 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307237 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:27:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-RhZEpNPOcxPajWB5d1eyPGcU7zR3CVS7UWXNj?zCdfU Scale = 1:64.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 5251 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 3x4 3x4 4x6 3x6 5x6 5x6 3x8 31-11-031-11-0 -0-11-0 0-11-0 15-3-15 15-3-15 31-11-0 16-7-1 32-10-0 0-11-0 1-4-310-3-80-7-67.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-3-0], [19:0-3-0,0-3-0], [26:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.13 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.01 0.00 (loc) 27 27 26 26 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 208 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 2x4 SPF-S Stud *Except* 14-40,13-41,12-42,15-38,16-37: 2x4 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 14-40, 13-41, 12-42, 15-38, 16-37 REACTIONS.All bearings 31-11-0. (lb) - Max Horz 52=-279(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 38, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28, 26 except 52=-201(LC 8), 51=-252(LC 7) Max Grav All reactions 250 lb or less at joint(s) 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 38, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28, 26 except 52=300(LC 18), 51=261(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-148/268, 12-13=-173/308, 13-14=-181/323, 14-15=-181/323, 15-16=-173/308, 16-17=-148/268 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 4-7-15, Exterior(2N) 4-7-15 to 9-11-15, Corner(3R) 9-11-15 to 20-7-15, Exterior(2N) 20-7-15 to 27-3-15, Corner(3E) 27-3-15 to 32-10-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 38, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28, 26 except (jt=lb) 52=201, 51=252. 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.May 26,2021 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 J21103158 Truss GE02 Truss Type GABLE Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307238 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-O3g_E3Re8YfIzqKTkSgQUhifSnyzgHOQxq0UntzCdfS Scale = 1:74.8 1 2 3 4 5 6 7 8 910 17 15 14 13 12 11 36 37 38 16 39 40 41 42 3x8 5x8 5x8 3x6 8x14 MT18HS 3x16 MT18HS 3x6 5x8 6x10 4x6 2x4 6x8 3x8 MT18HS2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-0-05-0-0 8-4-33-4-3 16-4-148-0-11 26-7-1310-2-15 36-11-010-3-3 -0-11-0 0-11-0 8-4-3 8-4-3 16-4-14 8-0-11 20-3-15 3-11-1 28-7-5 8-3-6 36-11-0 8-3-11 37-10-0 0-11-0 1-2-08-0-110-3-80-7-65.00 12 7.00 12 Plate Offsets (X,Y)-- [9:0-3-8,Edge], [15:0-3-8,0-2-8], [17:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.94 0.87 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.56 0.09 0.19 (loc) 11-13 9-11 9 13-15 l/defl >999 >679 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 189 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-6: 2x4 SPF No.2, 6-7,7-10: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-15,5-13,8-11: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-13 REACTIONS. (size)17=5-3-8, 9=0-3-8, 16=0-3-8 Max Horz 17=290(LC 9) Max Uplift 17=-296(LC 10), 9=-216(LC 11) Max Grav 17=2019(LC 1), 9=2096(LC 18), 16=374(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3370/511, 3-5=-2750/458, 5-6=-2892/592, 6-8=-2988/536, 8-9=-3145/440, 2-17=-1941/369 BOT CHORD 16-17=-322/462, 15-16=-322/462, 13-15=-469/2999, 11-13=-97/1813, 9-11=-251/2567 WEBS 3-13=-788/284, 5-13=-830/269, 6-13=-340/1679, 6-11=-219/1194, 8-11=-596/337, 2-15=-249/2602 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 4-4-10, Interior(1) 4-4-10 to 16-4-14, Exterior(2R) 16-4-14 to 25-7-9, Interior(1) 25-7-9 to 32-6-6, Exterior(2E) 32-6-6 to 37-10-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) The Fabrication Tolerance at joint 2 = 16% 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=296, 9=216. 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) 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 Continued on page 2 May 26,2021 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 J21103158 Truss GE02 Truss Type GABLE Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307238 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:01 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-O3g_E3Re8YfIzqKTkSgQUhifSnyzgHOQxq0UntzCdfS LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-5=-80, 5-6=-80, 6-10=-80, 13-17=-50(F=-30), 9-13=-20 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 J21103158 Truss GE03 Truss Type GABLE Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307239 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-oeM7s5TWRT1sqI32PaE76JKFP_xstZpsdoF8OCzCdfP Scale = 1:99.7 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 14 13 12 55 56 57 58 59 60 61 62 15 4x8 6x10 5x8 4x8 3x6 3x6 4x6 4x6 3x8 3x8 4x6 4x6 4x6 10x10 10x10 3x6 3x8 3x12 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 2x4 9-9-99-9-9 19-3-109-6-1 25-10-126-7-2 35-1-89-2-12 39-11-04-9-8 44-11-05-0-0 6-7-9 6-7-9 12-11-9 6-4-1 19-3-10 6-4-1 25-5-8 6-1-14 31-10-3 6-4-11 38-2-13 6-4-11 44-11-0 6-8-3 45-9-8 0-10-8 1-2-09-1-512-8-61-4-34.94 12 7.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-12], [9:0-1-3,0-5-0], [19:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.99 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.54 0.03 0.11 (loc) 16-18 16-18 18 16-18 l/defl >549 >313 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 351 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-20: 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-19,5-19,5-18,6-18,7-18,7-16: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 23-24,25-26,29-30,31-32: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-7-10 oc bracing. WEBS 1 Row at midpt 4-19, 5-18, 6-18, 7-18, 2-22 REACTIONS.All bearings 0-3-8 except (jt=length) 12=5-0-0, 14=5-0-0, 13=5-0-0. (lb) - Max Horz 22=362(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 18=-453(LC 10), 22=-112(LC 10), 12=-206(LC 11) Max Grav All reactions 250 lb or less at joint(s) 14, 13, 15 except 18=3796(LC 2), 22=976(LC 25), 12=827(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-443/72, 2-4=-1193/165, 5-6=-50/1035, 6-7=-24/1081, 7-9=-576/259, 9-10=-316/191, 1-22=-364/93, 10-12=-423/214 BOT CHORD 21-22=-293/1255, 19-21=-192/733, 16-18=-422/169, 15-16=-118/607, 14-15=-118/607, 13-14=-118/607, 12-13=-118/607 WEBS 2-21=-406/219, 4-21=-33/685, 4-19=-931/254, 5-19=-104/1053, 5-18=-1264/306, 6-18=-1416/136, 7-18=-1141/345, 7-16=-156/1052, 9-16=-432/237, 2-22=-1083/145, 9-12=-549/165 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 20-1-14, Exterior(2R) 20-1-14 to 30-9-2, Interior(1) 30-9-2 to 40-5-14, Exterior(2E) 40-5-14 to 45-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 453 lb uplift at joint 18, 112 lb uplift at joint 22 and 206 lb uplift at joint 12. 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) 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 May 26,2021 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 J21103158 Truss GE03 Truss Type GABLE Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307239 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:04 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-oeM7s5TWRT1sqI32PaE76JKFP_xstZpsdoF8OCzCdfP LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-80, 5-6=-80, 6-10=-80, 10-11=-80, 19-22=-20, 12-19=-60(F=-40) 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 J21103158 Truss GE04 Truss Type GABLE Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307240 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-GrwV4QU9Bn9jRReEzHlMfXsTqONOc3n0sS_hwezCdfO Scale = 1:60.8 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 25 4x6 5x6 3x6 3x8 4x6 3x6 4x6 2x4 3x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-3-87-3-8 11-5-154-2-7 14-7-03-1-1 20-5-85-10-8 -0-11-0 0-11-0 3-0-0 3-0-0 7-3-8 4-3-8 11-5-15 4-2-7 15-9-15 4-4-1 20-5-8 4-7-9 21-4-8 0-11-0 1-9-124-10-139-1-41-2-012.00 12 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.58 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.15 0.03 0.04 (loc) 16-17 16-17 9 14-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-16: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-2-0 except (jt=length) 17=0-3-8, 13=0-3-8, 13=0-3-8. (lb) - Max Horz 17=-276(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 13 except 17=-106(LC 11), 9=-184(LC 11), 12=-153(LC 1) Max Grav All reactions 250 lb or less at joint(s) 12, 11, 10 except 17=1037(LC 1), 9=948(LC 1), 13=266(LC 1), 13=266(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-834/296, 4-5=-822/302, 5-6=-1093/308, 7-9=-304/164 BOT CHORD 16-17=-113/584, 14-16=-104/942, 13-14=-206/1087, 12-13=-206/1087, 11-12=-206/1087, 10-11=-206/1087, 9-10=-206/1087 WEBS 4-16=-262/655, 5-16=-653/283, 3-17=-893/103, 6-9=-1158/240 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 4-4-10, Exterior(2R) 4-4-10 to 7-3-8, Exterior(2E) 7-3-8 to 11-5-15, Interior(1) 11-5-15 to 15-11-13, Exterior(2E) 15-11-13 to 21-4-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 13 except (jt=lb) 17=106, 9=184, 12=153. 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. May 26,2021 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 J21103158 Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307241 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-k1UtHmVny5Ha3bDRX?GbBkPVxoobLem956kFS5zCdfN Scale = 1:75.9 12 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 3x6 3x6 4x6 3x8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 2x4 2x4 2x4 2x4 12-5-812-5-8 -0-11-0 0-11-0 9-1-0 9-1-0 12-5-8 3-4-8 2-0-811-1-87-9-012.00 12 Plate Offsets (X,Y)-- [13:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.96 0.27 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 1 1 13 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 113 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* 2-23: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 9-16,8-17,10-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-23. WEBS 1 Row at midpt 12-13, 9-16, 8-17, 10-15 REACTIONS.All bearings 12-5-8. (lb) - Max Horz 23=392(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 13, 17, 18, 19, 20, 21, 15 except 23=-577(LC 8), 16=-190(LC 9), 22=-609(LC 7), 14=-141(LC 6) Max Grav All reactions 250 lb or less at joint(s) 13, 17, 18, 19, 20, 21, 15, 14 except 23=846(LC 7), 16=256(LC 6), 22=514(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-811/559, 2-3=-368/267, 3-4=-344/265, 4-5=-314/243, 5-6=-294/238, 6-7=-271/269, 7-8=-256/380, 8-9=-258/431, 9-10=-253/417, 10-11=-258/374, 11-12=-259/335, 12-13=-241/310 BOT CHORD 22-23=-365/256 WEBS 9-16=-481/262, 2-22=-480/637 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 4-4-10, Corner(3R) 4-4-10 to 9-1-0, Corner(3E) 9-1-0 to 12-3-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 13, 17, 18, 19, 20, 21, 15 except (jt=lb) 23=577, 16=190, 22=609, 14=141. 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.May 26,2021 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 J21103158 Truss GE06 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307242 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-9c90voXfF0f9w3y0C7pIpN16??neY?zbn3yv3PzCdfK Scale = 1:80.4 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 45 42 4344 46 47 5x10 MT18HS 5x8 5x8 5x10 MT18HS3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x6 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 24-7-024-7-0 -0-11-0 0-11-0 8-11-8 8-11-8 15-7-8 6-8-0 24-7-0 8-11-8 25-6-0 0-11-0 3-0-812-0-03-0-812-0-012.00 12 Plate Offsets (X,Y)-- [2:0-4-15,Edge], [9:0-4-4,0-1-12], [14:0-4-4,0-1-12], [21:0-4-15,0-0-0], [23:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.44 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.01 0.00 (loc) 22 22 23 21 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 MT18HS Weight: 220 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 44-45: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 14-30,13-31,10-32,9-33,8-35,7-36,15-29,16-28: 2x4 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 (10-0-0 max.): 9-14. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 14-30, 31-45, 32-44, 9-33, 8-35, 7-36, 15-29, 16-28 JOINTS 1 Brace at Jt(s): 42, 44, 45 REACTIONS.All bearings 24-7-0. (lb) - Max Horz 41=-359(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 30, 31, 32, 33, 35, 36, 37, 38, 39, 29, 28, 27, 26, 25 except 41=-681(LC 6), 23=-660(LC 7), 40=-640(LC 7), 24=-622(LC 6) Max Grav All reactions 250 lb or less at joint(s) 30, 33, 35, 36, 37, 38, 39, 29, 28, 27, 26, 25 except 41=726(LC 9), 23=704(LC 8), 31=382(LC 25), 32=382(LC 26), 40=718(LC 8), 24=699(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-41=-389/374, 2-3=-359/363, 4-5=-136/316, 5-6=-169/397, 6-7=-207/468, 7-8=-257/553, 8-9=-281/593, 9-10=-215/456, 10-11=-215/455, 11-12=-215/455, 12-13=-215/455, 13-14=-215/456, 14-15=-281/593, 15-16=-257/553, 16-17=-207/468, 17-18=-169/397, 18-19=-130/316, 20-21=-348/352, 21-23=-376/362 WEBS 14-30=-338/134, 31-45=-259/81, 32-44=-259/81, 9-33=-338/134, 3-40=-304/285, 20-24=-296/277 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 4-4-10, Corner(3R) 4-4-10 to 20-2-6, Corner(3E) 20-2-6 to 25-6-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. Continued on page 2 May 26,2021 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 J21103158 Truss GE06 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307242 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:09 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-9c90voXfF0f9w3y0C7pIpN16??neY?zbn3yv3PzCdfK NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 31, 32, 33, 35, 36, 37, 38, 39, 29, 28, 27, 26, 25 except (jt=lb) 41=681, 23=660, 40=640, 24=622. 12) 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. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 J21103158 Truss GE07 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307243 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-5_HmKUZvndvtAM5OKYsmuo6P2pWo0wzuENR08IzCdfI Scale = 1:60.6 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x4 3x6 4x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-0-1111-0-11 -0-11-0 0-11-0 8-4-1 8-4-1 11-0-11 2-8-10 0-11-109-3-116-7-112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.74 0.20 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 -0.00 0.00 0.00 (loc) 1 1 11 2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 8-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-13 REACTIONS.All bearings 11-0-11. (lb) - Max Horz 19=331(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 11, 14, 15, 16, 17, 12 except 19=-220(LC 6), 13=-179(LC 9), 18=-250(LC 10) Max Grav All reactions 250 lb or less at joint(s) 11, 13, 14, 15, 16, 17, 18, 12 except 19=389(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-319/182, 2-3=-383/282, 3-4=-266/203, 4-5=-259/200, 6-7=-217/296, 7-8=-219/364, 8-9=-217/352, 9-10=-223/308, 10-11=-207/284 WEBS 8-13=-400/215 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 4-4-1, Corner(3R) 4-4-1 to 8-4-1, Corner(3E) 8-4-1 to 10-10-15 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 11, 14, 15, 16, 17, 12 except (jt=lb) 19=220, 13=179, 18=250. 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. May 26,2021 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 J21103158 Truss GE08 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307244 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-ZBr9YqaYYx1knWgbtFN?R?fdyDq3lO_2T1BZgkzCdfH Scale = 1:36.5 1 2 3 4 5 9 8 7 62x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 6-2-2 6-2-2 0-0-46-2-212.00 12 Plate Offsets (X,Y)-- [5:0-0-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.33 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-2-2. (lb) - Max Horz 1=221(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7, 8 except 9=-106(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7, 8, 9 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-371/152 WEBS 2-9=-155/268 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 1, 6, 7, 8 except (jt=lb) 9=106. 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. May 26,2021 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 J21103158 Truss GE09 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307245 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-1NPXlAaAJEAbPgFnRzuEzCCvidDGUq7Bihw6CBzCdfG Scale = 1:54.9 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 143x4 4x6 3x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 17-0-1017-0-10 8-6-5 8-6-5 17-0-10 8-6-5 0-0-48-6-50-0-412.00 12 Plate Offsets (X,Y)-- [24:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.09 0.14 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-24: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-19 REACTIONS.All bearings 17-0-10. (lb) - Max Horz 1=209(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 20, 21, 22, 23, 25, 18, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 1, 13, 19, 20, 21, 22, 23, 25, 18, 17, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-283/174, 12-13=-283/123 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-4-4 to 5-10-5, Corner(3R) 5-10-5 to 11-2-5, Corner(3E) 11-2-5 to 16-8-6 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 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) 1, 13, 20, 21, 22, 23, 25, 18, 17, 16, 15, 14. 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. May 26,2021 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 J21103158 Truss GE10 Truss Type GABLE Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307246 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-VZzvyVbo4YIS1qqz?gPTWQkwU0SqDByKwLggkdzCdfF Scale = 1:58.1 1 2 3 4 5 6 7 8 9 12 11 10 27 28 4x6 5x8 4x6 4x6 6x8 4x6 4x6 6x8 2x4 2x4 8x8 6x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-7-04-7-0 8-11-14-4-0 13-2-94-3-9 17-10-24-7-9 -1-1-7 1-1-7 4-7-0 4-7-0 8-10-9 4-3-8 13-2-9 4-4-1 17-10-2 4-7-9 18-10-9 1-0-7 0-10-159-9-80-9-156-5-1112.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-2-13], [8:0-0-13,Edge], [15:0-1-12,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.63 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.31 0.53 0.08 (loc) 10-11 10-11 8 11-12 l/defl >999 >677 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 98 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-11: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 -t 3-4-11, Right 2x6 SPF No.2 -t 3-4-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 8=0-3-8 Max Horz 2=256(LC 9) Max Uplift 2=-87(LC 10), 8=-85(LC 11) Max Grav 2=979(LC 1), 8=971(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2339/290, 4-5=-1924/25, 5-6=-2017/67, 6-8=-2437/126 BOT CHORD 2-12=-300/1998, 11-12=-304/2028, 10-11=-21/1905, 8-10=-19/1876 WEBS 4-11=-290/388, 5-11=-3/2334, 6-11=-356/522 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-1-7 to 4-2-3, Exterior(2R) 4-2-3 to 13-6-15, Exterior(2E) 13-6-15 to 18-10-9 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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. May 26,2021 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 J21103158 Truss GE11 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307247 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-Ry4fNBd2c9Y9G8_M65RxbrpK2qDqhAFdOf9npVzCdfD Scale = 1:59.3 1 2 3 4 5 6 7 8 9 10 11 12 1314 15 2827 26 25 24 23 22 21 20 19 18 1716 3x6 3x6 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-7-014-7-0 -0-11-0 0-11-0 7-3-8 7-3-8 14-7-0 7-3-8 15-6-0 0-11-0 1-9-129-1-41-9-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.47 0.21 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 15 15 16 14 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 100 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 2x4 SPF-S Stud *Except* 8-22: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22 REACTIONS.All bearings 14-7-0. (lb) - Max Horz 28=-270(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-460(LC 6), 16=-433(LC 7), 27=-423(LC 7), 17=-401(LC 6) Max Grav All reactions 250 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=500(LC 9), 16=470(LC 8), 22=352(LC 11), 27=468(LC 8), 17=444(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-28=-286/248, 2-3=-247/251, 4-5=-104/284, 5-6=-132/393, 6-7=-184/512, 7-8=-206/549, 8-9=-206/549, 9-10=-184/512, 10-11=-132/393, 11-12=-94/284, 14-16=-274/232 WEBS 8-22=-667/204 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 4-7-8, Corner(3R) 4-7-8 to 9-11-8, Corner(3E) 9-11-8 to 15-6-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=460, 16=433, 27=423, 17=401. 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. May 26,2021 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 J21103158 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307248 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-w8e1bXdgNTg0uHZYgpzA82MYQESRQYDncJuKLyzCdfC Scale = 1:33.7 1 2 6 5 3 4 2x4 4x6 3x6 1-0-01-0-0 2-11-151-11-15 -0-11-0 0-11-0 2-11-15 2-11-15 3-0-86-0-75-6-06-0-712.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.30 0.70 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 0.05 -0.18 (loc) 4-5 4-5 3 l/defl >676 >697 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=141(LC 7) Max Uplift 3=-83(LC 10), 4=-114(LC 10) Max Grav 6=241(LC 1), 3=105(LC 17), 4=118(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-1053/329 BOT CHORD 5-6=-365/110 WEBS 2-5=-365/1215 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 except (jt=lb) 4=114. 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. May 26,2021 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 J21103158 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307249 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-OLCQoteI8notVR8kEWUPgGvjAeog9?TwrzetuOzCdfB Scale = 1:33.7 1 2 6 5 3 4 2x4 4x6 3x6 1-0-01-0-0 2-11-151-11-15 -0-11-0 0-11-0 2-11-15 2-11-15 3-0-86-0-75-6-06-0-712.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.30 0.70 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 0.05 -0.18 (loc) 4-5 4-5 3 l/defl >676 >697 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=141(LC 7) Max Uplift 3=-83(LC 10), 4=-114(LC 10) Max Grav 6=241(LC 1), 3=105(LC 17), 4=118(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-1053/329 BOT CHORD 5-6=-365/110 WEBS 2-5=-365/1215 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 except (jt=lb) 4=114. 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. May 26,2021 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 J21103158 Truss M01 Truss Type MONOPITCH Qty 4 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307250 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-OLCQoteI8notVR8kEWUPgGvf2ev294ZwrzetuOzCdfB Scale = 1:43.3 1 2 3 5 4 2x4 2x4 3x6 3x4 4-11-84-11-8 -0-11-0 0-11-0 4-11-8 4-11-8 3-0-88-0-07-8-80-3-88-0-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.56 0.22 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >984 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 30 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 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-8-5 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=184(LC 10) Max Uplift 4=-247(LC 10) Max Grav 5=328(LC 1), 4=292(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-212/254, 2-5=-281/79 BOT CHORD 4-5=-449/184 WEBS 2-4=-215/525 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=247. 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. May 26,2021 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 J21103158 Truss M02 Truss Type MONOPITCH Qty 6 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307251 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-sXmo0Dfxu4wk7bjxoE?eDTRpd1FhuX644dNRQqzCdfA Scale = 1:41.8 1 2 4 3 5 6 2x4 2x4 8x8 3x4 3x4 4-11-84-11-8 4-11-8 4-11-8 3-0-88-0-01-0-07-8-80-3-88-0-012.00 12 Plate Offsets (X,Y)-- [1:0-6-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.64 0.20 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.02 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=0-1-8, 6=0-3-8 Max Horz 6=174(LC 10) Max Uplift 3=-198(LC 10) Max Grav 3=265(LC 17), 6=217(LC 19) 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 3, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=198. 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. May 26,2021 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 J21103158 Truss PB01 Truss Type Piggyback Qty 13 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307252 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-KjKADZgZfO2bllH7LxWtlh_4cRdtd1LDJH7_yHzCdf9 Scale = 1:21.8 1 2 3 45 6 4x6 2x4 2x4 2x4 6-8-06-8-0 3-4-0 3-4-0 6-8-0 3-4-0 0-5-33-2-80-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.24 0.07 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 0.00 -0.01 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=5-6-10, 4=5-6-10, 6=5-6-10 Max Horz 2=-79(LC 8) Max Uplift 2=-40(LC 11), 4=-44(LC 11) Max Grav 2=206(LC 1), 4=206(LC 1), 6=194(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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 26,2021 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 J21103158 Truss PB02 Truss Type Piggyback Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307253 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-G6SweEhpB?IJ_3RWTMYLr63PKFIq5w6Wmbc519zCdf7 Scale = 1:28.0 1 2 3 4 5 6 7 12 11 10 9 8 5x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-7-815-7-8 15-7-8 15-7-8 0-5-31-8-61-10-80-1-81-8-60-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.11 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.00 -0.00 (loc) 1 1 8 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 41 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-0-13. (lb) - Max Horz 2=58(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 10, 11, 9, 12 Max Grav All reactions 250 lb or less at joint(s) 8, 2, 12 except 10=410(LC 1), 11=337(LC 24), 9=411(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-10=-328/114, 4-11=-270/95, 6-9=-329/115 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-14 to 2-0-0, Exterior(2R) 2-0-0 to 9-5-15, Interior(1) 9-5-15 to 10-2-2, Exterior(2E) 10-2-2 to 15-5-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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, 2, 10, 11, 9, 12. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 26,2021 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 J21103158 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307254 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-kI0JraiRyJQAcC0i134aNJcdlffJqNJf?FLeZczCdf6 Scale = 1:21.8 1 2 3 4 5 67 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-8-06-8-0 3-4-0 3-4-0 6-8-0 3-4-0 0-5-33-2-80-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [6:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.05 0.03 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-6-10. (lb) - Max Horz 2=-79(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 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) 2, 10, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 26,2021 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 J21103158 Truss T01 Truss Type Common Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307255 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-CUZh3wj3jdY1DMbuanbpwX9b72oZZgapDv5C52zCdf5 Scale = 1:63.4 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 18 19 20 21 3x8 4x10 3x6 3x8 MT18HS4x6 4x8 4x6 2x4 6x8 5x10 MT18HS 5x8 10-9-1410-9-14 21-4-510-6-6 31-11-010-6-11 -0-11-0 0-11-0 7-9-12 7-9-12 15-3-15 7-6-4 23-7-5 8-3-6 31-11-0 8-3-11 32-10-0 0-11-0 1-4-310-3-80-7-67.00 12 Plate Offsets (X,Y)-- [2:0-4-1,Edge], [3:0-3-8,0-2-0], [8:0-3-8,Edge], [13:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.85 0.86 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.58 0.07 0.11 (loc) 8-10 8-10 8 8-10 l/defl >999 >649 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 129 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-12,7-10: 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13 REACTIONS. (size)13=0-3-8, 8=0-3-8 Max Horz 13=-279(LC 8) Max Uplift 13=-175(LC 10), 8=-186(LC 11) Max Grav 13=1808(LC 17), 8=1817(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-671/202, 3-5=-2114/335, 5-7=-2429/370, 7-8=-2612/290, 2-13=-630/209 BOT CHORD 12-13=-227/2003, 10-12=-25/1450, 8-10=-138/2116 WEBS 3-12=-448/299, 5-12=-138/887, 5-10=-211/1190, 7-10=-605/334, 3-13=-1786/113 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 4-4-10, Interior(1) 4-4-10 to 10-0-6, Exterior(2R) 10-0-6 to 20-7-9, Interior(1) 20-7-9 to 27-6-6, Exterior(2E) 27-6-6 to 32-10-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 2 = 8% 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) except (jt=lb) 13=175, 8=186. 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. May 26,2021 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 J21103158 Truss T02 Truss Type ROOF SPECIAL Qty 4 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307256 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-hh73GGkhUwgurWA48U62SkhkWS7rI9wySZqldUzCdf4 Scale = 1:72.0 1 2 3 4 5 6 7 8 910 16 15 14 13 12 11 17 18 19 20 21 22 23 3x8 5x8 5x8 3x6 12x18 MT18HS 3x8 MT18HS 3x6 5x8 6x8 4x6 2x4 6x8 3x16 MT18HS 8-4-38-4-3 16-4-148-0-11 26-7-1310-2-15 36-11-010-3-3 -0-11-0 0-11-0 8-4-3 8-4-3 16-4-14 8-0-11 20-3-15 3-11-1 28-7-5 8-3-6 36-11-0 8-3-11 37-10-0 0-11-0 1-2-08-0-110-3-80-7-65.00 12 7.00 12 Plate Offsets (X,Y)-- [9:0-3-8,Edge], [15:0-3-8,0-2-8], [16:Edge,0-9-11] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 1.00 0.92 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.63 0.10 0.12 (loc) 11-13 11-13 9 9-11 l/defl >999 >698 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 155 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-6,1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-15,5-13,8-11: 2x4 SPF-S Stud WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-15. WEBS 1 Row at midpt 3-13, 5-13 REACTIONS. (size)16=0-3-8, 9=0-3-8 Max Horz 16=290(LC 9) Max Uplift 16=-229(LC 10), 9=-196(LC 11) Max Grav 16=1948(LC 2), 9=2045(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3231/390, 3-5=-2617/392, 5-6=-2751/522, 6-8=-2899/495, 8-9=-3056/399, 2-16=-1832/312 BOT CHORD 15-16=-302/570, 13-15=-375/2890, 11-13=-66/1742, 9-11=-217/2490 WEBS 3-13=-756/233, 5-13=-802/263, 6-13=-288/1545, 6-11=-222/1218, 8-11=-598/337, 2-15=-154/2415 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 4-4-10, Interior(1) 4-4-10 to 16-4-14, Exterior(2R) 16-4-14 to 25-7-9, Interior(1) 25-7-9 to 32-6-6, Exterior(2E) 32-6-6 to 37-10-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 2 = 12% 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) except (jt=lb) 16=229, 9=196. 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. May 26,2021 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 J21103158 Truss T03 Truss Type ROOF SPECIAL Qty 6 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307257 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-d3Fphyly0Ywc4qKTGv8WY9nBEGrNmztFwtJsiNzCdf2 Scale = 1:87.4 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 4x8 6x6 5x8 4x8 3x16 MT18HS3x6 5x12 4x6 3x6 5x8 4x6 3x6 5x8 10x16 MT18HS 5x16 MT18HS3x16 MT18HS 9-9-99-9-9 19-3-109-6-1 25-5-86-1-14 35-1-89-8-0 44-11-09-9-8 6-7-9 6-7-9 12-11-9 6-4-1 19-3-10 6-4-1 25-5-8 6-1-14 31-10-3 6-4-11 38-2-13 6-4-11 44-11-0 6-8-3 45-9-8 0-10-8 1-2-09-1-512-8-61-4-34.94 12 7.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-4], [9:0-3-8,0-2-8], [12:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.72 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.65 0.17 0.15 (loc) 13-15 16-18 12 16-18 l/defl >999 >825 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 245 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-18,4-18,9-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 5-15, 7-15, 2-19, 9-12 REACTIONS. (size)19=0-3-8, 12=0-3-8 Max Horz 19=362(LC 9) Max Uplift 19=-255(LC 10), 12=-226(LC 11) Max Grav 19=2315(LC 2), 12=2452(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-668/103, 2-4=-4083/490, 4-5=-3329/495, 5-6=-2564/492, 6-7=-2575/495, 7-9=-3262/472, 9-10=-674/180, 1-19=-474/109, 10-12=-620/212 BOT CHORD 18-19=-552/3674, 16-18=-424/3527, 15-16=-256/2986, 13-15=-134/2530, 12-13=-213/2701 WEBS 4-18=-2/437, 4-16=-788/234, 5-16=-77/848, 5-15=-1482/326, 6-15=-277/2071, 7-15=-807/283, 7-13=-56/528, 2-19=-3573/411, 9-12=-2832/265 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 20-1-14, Exterior(2R) 20-1-14 to 30-9-2, Interior(1) 30-9-2 to 40-5-14, Exterior(2E) 40-5-14 to 45-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=255, 12=226. 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. May 26,2021 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 J21103158 Truss T04 Truss Type Roof Special Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307258 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-5GpCuImanr2Si_vfpdfl4NJGkg8HVQaO8X3PEpzCdf1 Scale = 1:77.5 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 5x12 4x6 3x6 3x4 3x6 3x12 3x8 3x6 3x6 4x8 6x6 5x10 MT18HS 5x8 3x6 7-8-27-8-2 13-10-06-1-14 23-6-09-8-0 33-3-89-9-8 7-8-2 7-8-2 13-10-0 6-1-14 20-2-11 6-4-11 26-7-5 6-4-11 33-3-8 6-8-3 34-2-0 0-10-8 5-11-69-1-512-8-61-4-34.94 12 7.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [6:0-3-8,0-2-0], [7:0-4-1,0-0-0], [14:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.94 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.52 0.06 0.06 (loc) 10-12 10-12 9 10-12 l/defl >999 >766 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 171 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 11-13: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-10,7-9,6-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-14, 2-12, 4-12, 1-15, 6-9 REACTIONS. (size)15=Mechanical, 9=0-3-8 Max Horz 15=-303(LC 11) Max Uplift 15=-145(LC 10), 9=-186(LC 11) Max Grav 15=1755(LC 2), 9=1864(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1381/240, 2-3=-1490/356, 3-4=-1467/357, 4-6=-2260/344, 6-7=-538/201, 1-15=-1605/284, 7-9=-538/225 BOT CHORD 14-15=-278/301, 12-14=-37/1246, 10-12=-15/1595, 9-10=-121/1885 WEBS 2-14=-697/198, 3-12=-147/992, 4-12=-872/287, 4-10=-62/627, 1-14=-181/1490, 6-9=-1958/113 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 8-6-6, Exterior(2R) 8-6-6 to 19-1-10, Interior(1) 19-1-10 to 28-10-6, Exterior(2E) 28-10-6 to 34-2-0 zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) except (jt=lb) 15=145, 9=186. 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. May 26,2021 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 J21103158 Truss T05 Truss Type Roof Special Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307259 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-ZSNa6enCY9BJK7TsNKA_dasTE3UVEtEYNBozmFzCdf0 Scale = 1:77.5 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 5x12 4x8 3x6 3x4 3x6 3x12 3x8 3x6 3x6 4x8 6x6 5x8 4x6 3x6 7-8-27-8-2 13-10-06-1-14 23-6-09-8-0 33-3-89-9-8 7-8-2 7-8-2 13-10-0 6-1-14 20-2-11 6-4-11 26-7-5 6-4-11 33-3-8 6-8-3 5-11-69-1-512-8-61-4-34.94 12 7.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [6:0-3-8,0-2-0], [7:0-3-0,Edge], [13:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.82 0.94 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.52 0.06 0.06 (loc) 9-11 9-11 8 9-11 l/defl >999 >765 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 169 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 2100F 1.8E *Except* 10-12: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-9,7-8,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 2-11, 4-11, 1-14, 6-8 REACTIONS. (size)14=Mechanical, 8=0-3-8 Max Horz 14=-283(LC 11) Max Uplift 14=-145(LC 10), 8=-164(LC 11) Max Grav 14=1756(LC 2), 8=1790(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1382/241, 2-3=-1491/358, 3-4=-1468/358, 4-6=-2269/351, 6-7=-450/149, 1-14=-1606/286, 7-8=-405/141 BOT CHORD 13-14=-273/281, 11-13=-47/1239, 9-11=-51/1597, 8-9=-148/1900 WEBS 2-13=-698/199, 3-11=-148/991, 4-11=-873/287, 4-9=-64/637, 6-9=-258/228, 1-13=-183/1491, 6-8=-2055/173 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 8-6-6, Exterior(2R) 8-6-6 to 19-1-10, Interior(1) 19-1-10 to 27-10-2, Exterior(2E) 27-10-2 to 33-1-12 zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) except (jt=lb) 14=145, 8=164. 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. May 26,2021 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 J21103158 Truss T06 Truss Type COMMON Qty 4 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307260 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-1exyJ_nqJTJAxH22x1iD9oPfHTrkzKVhcrYWJizCdf? Scale = 1:77.5 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 4x6 3x6 3x4 3x6 5x12 3x12 3x8 3x6 3x6 4x8 5x6 5x8 4x6 3x6 7-0-127-0-12 13-10-06-9-4 23-6-09-8-0 33-3-89-9-8 7-0-12 7-0-12 13-10-0 6-9-4 20-2-11 6-4-11 26-7-5 6-4-11 33-3-8 6-8-3 4-7-912-8-61-4-37.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-6-0,0-3-0], [6:0-3-8,0-2-0], [7:0-3-0,Edge], [13:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.74 0.87 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.51 0.06 0.06 (loc) 9-11 9-11 8 9-11 l/defl >999 >781 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 165 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 10-12: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-9,1-14,1-13,7-8,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 2-11, 4-11, 1-14, 6-8 REACTIONS. (size)14=Mechanical, 8=0-3-8 Max Horz 14=-302(LC 6) Max Uplift 14=-137(LC 10), 8=-168(LC 11) Max Grav 14=1751(LC 17), 8=1791(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1491/202, 2-3=-1517/303, 3-4=-1478/304, 4-6=-2271/291, 6-7=-451/122, 1-14=-1642/204, 7-8=-406/131 BOT CHORD 13-14=-274/310, 11-13=-90/1363, 9-11=-19/1642, 8-9=-149/1902 WEBS 2-13=-563/149, 3-11=-136/997, 4-11=-872/287, 4-9=-64/634, 6-9=-258/227, 1-13=-115/1411, 6-8=-2056/143 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 8-6-6, Exterior(2R) 8-6-6 to 19-1-10, Interior(1) 19-1-10 to 27-10-2, Exterior(2E) 27-10-2 to 33-1-12 zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) except (jt=lb) 14=137, 8=168. 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. May 26,2021 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 J21103158 Truss T07 Truss Type Common Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307261 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-VrVKXJoS4mR1ZRdEVlDSi?xn_tEVinPrqUH3r8zCdf_ Scale = 1:77.5 1 2 3 4 5 6 78 15 14 13 12 11 10 9 16 17 18 19 20 4x6 3x6 3x4 3x6 5x12 3x12 3x8 3x6 3x6 4x8 5x6 5x10 MT18HS 5x8 3x6 7-0-127-0-12 13-10-06-9-4 23-6-09-8-0 33-3-89-9-8 7-0-12 7-0-12 13-10-0 6-9-4 20-2-11 6-4-11 26-7-5 6-4-11 33-3-8 6-8-3 34-2-0 0-10-8 4-7-912-8-61-4-37.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-6-0,0-3-0], [6:0-3-8,0-2-0], [7:0-4-1,0-0-0], [14:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.65 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.43 0.05 0.06 (loc) 10-12 10-12 9 10-12 l/defl >999 >910 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 166 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-15: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-10,1-15,1-14,7-9,6-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-14, 2-12, 4-12, 1-15, 6-9 REACTIONS. (size)15=Mechanical, 9=0-3-8 Max Horz 15=-312(LC 6) Max Uplift 15=-137(LC 10), 9=-191(LC 11) Max Grav 15=1750(LC 17), 9=1865(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1490/202, 2-3=-1516/303, 3-4=-1477/304, 4-6=-2258/291, 6-7=-544/172, 1-15=-1641/205, 7-9=-541/185 BOT CHORD 14-15=-278/320, 12-14=-80/1370, 10-12=-2/1647, 9-10=-128/1884 WEBS 2-14=-562/148, 3-12=-137/998, 4-12=-868/288, 4-10=-63/619, 1-14=-116/1409, 6-9=-1950/98 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 8-6-6, Exterior(2R) 8-6-6 to 19-1-10, Interior(1) 19-1-10 to 28-10-6, Exterior(2E) 28-10-6 to 34-2-0 zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) except (jt=lb) 15=137, 9=191. 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. May 26,2021 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 J21103158 Truss T08 Truss Type ROOF SPECIAL Qty 6 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307262 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-z12ikfp4q4ZuBbCR2SkhFDU31HbNRFQ_381dMazCdez Scale = 1:57.5 1 2 3 4 5 6 7 12 11 10 9 8 13 2x4 4x6 5x6 3x6 3x8 4x6 3x6 4x6 3x8 4x8 3x6 7-3-87-3-8 11-5-154-2-7 20-5-88-11-9 3-0-0 3-0-0 7-3-8 4-3-8 11-5-15 4-2-7 15-9-15 4-4-1 20-5-8 4-7-9 21-4-8 0-11-0 1-9-124-10-139-1-41-2-012.00 12 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.60 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.33 0.03 0.03 (loc) 8-9 8-9 8 9 l/defl >999 >731 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 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* 3-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-3-8, 8=0-3-8 Max Horz 12=-267(LC 6) Max Uplift 12=-91(LC 11), 8=-131(LC 11) Max Grav 12=1006(LC 1), 8=1096(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-900/282, 3-4=-886/285, 4-5=-1293/267, 5-6=-273/76, 6-8=-341/147 BOT CHORD 11-12=-101/623, 9-11=-68/1122, 8-9=-169/1251 WEBS 3-11=-243/747, 4-11=-851/247, 4-9=0/271, 2-12=-950/161, 5-8=-1255/244 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 7-3-8, Exterior(2E) 7-3-8 to 11-5-15, Interior(1) 11-5-15 to 15-11-13, Exterior(2E) 15-11-13 to 21-4-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 12 except (jt=lb) 8=131. 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. May 26,2021 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 J21103158 Truss T09 Truss Type Scissor Qty 7 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307263 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-SDc5y?qjbOhlolndcAFwnQ1AihxGAnf7IomAu0zCdey Scale = 1:58.1 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 4x6 5x8 4x6 4x6 6x8 4x6 4x6 3x6 2x4 8x8 3x6 2x4 4-7-04-7-0 8-11-14-4-0 13-2-94-3-9 17-10-24-7-9 -1-1-7 1-1-7 4-7-0 4-7-0 8-10-9 4-3-8 13-2-9 4-4-1 17-10-2 4-7-9 18-10-9 1-0-7 0-10-159-9-80-9-156-5-1112.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-2-13], [8:0-0-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.63 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.31 0.53 0.13 (loc) 10-11 10-11 8 11-12 l/defl >999 >677 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 86 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-11: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -t 3-4-11, Right 2x6 SPF No.2 -t 3-4-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-8 oc bracing. REACTIONS. (size)2=0-3-8, 8=0-3-8 Max Horz 2=256(LC 9) Max Uplift 2=-87(LC 10), 8=-85(LC 11) Max Grav 2=979(LC 1), 8=971(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2318/653, 4-5=-1924/139, 5-6=-1972/204, 6-8=-2437/677 BOT CHORD 2-12=-533/1807, 11-12=-454/1889, 10-11=-247/1905, 8-10=-370/1877 WEBS 4-11=-244/533, 5-11=-222/2220, 6-11=-286/557 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-1-7 to 4-2-3, Exterior(2R) 4-2-3 to 13-6-15, Exterior(2E) 13-6-15 to 18-10-9 zone; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 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. May 26,2021 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 J21103158 Truss T10 Truss Type Scissor Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307264 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-wQAT9LrLMhpcQvMpAtm9KeZMf4GbvE1HXSWjRTzCdex Scale = 1:58.0 1 2 3 4 5 6 7 8 11 10 9 12 13 6x8 5x6 5x6 4x6 6x8 4x6 4x6 3x6 2x4 8x8 3x6 2x4 4-5-134-5-13 8-8-104-2-13 13-0-34-3-9 17-7-114-7-9 4-5-13 4-5-13 8-8-2 4-2-5 13-0-3 4-4-1 17-7-11 4-7-9 18-8-2 1-0-7 0-11-89-7-109-9-80-9-150-1-146-5-1112.00 12 9.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-9-5], [7:0-7-7,0-3-5] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.62 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.29 0.49 0.07 (loc) 9-10 9-10 7 10-11 l/defl >999 >709 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 88 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-10: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E -t 3-8-4, Right 2x6 SPF No.2 -t 3-4-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 7=0-3-8 Max Horz 1=-251(LC 6) Max Uplift 1=-69(LC 11), 7=-86(LC 11) Max Grav 1=861(LC 1), 7=965(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2311/277, 3-4=-1894/24, 4-5=-1986/64, 5-7=-2417/124 BOT CHORD 1-11=-283/1964, 10-11=-287/1989, 9-10=-20/1888, 7-9=-18/1860 WEBS 3-10=-267/375, 4-10=-3/2298, 5-10=-358/521 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-2 to 5-5-11, Exterior(2R) 5-5-11 to 13-4-8, Exterior(2E) 13-4-8 to 18-8-2 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 1, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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. May 26,2021 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 J21103158 Truss T11 Truss Type COMMON Qty 6 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307265 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-OckrMhrz7?xT23x?kbHOsr6btUdDejtQl6FHzvzCdew Scale = 1:67.3 1 2 3 4 5 8 7 6 9 4x6 2x4 4x6 3x4 4x8 3x8 3x6 9-1-09-1-0 12-5-83-4-8 -0-11-0 0-11-0 3-6-0 3-6-0 9-1-0 5-7-0 12-5-8 3-4-8 2-0-811-1-87-9-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.53 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.33 -0.00 0.01 (loc) 7-8 7-8 6 7-8 l/defl >878 >436 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 78 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-7, 5-6 REACTIONS. (size)6=Mechanical, 8=0-3-8 Max Horz 8=295(LC 10) Max Uplift 6=-179(LC 10) Max Grav 6=605(LC 1), 8=697(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-391/100, 4-5=-271/156, 5-6=-610/245 BOT CHORD 7-8=-286/359 WEBS 3-7=-257/316, 3-8=-492/8, 5-7=-124/425 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 4-4-10, Exterior(2R) 4-4-10 to 9-1-0, Exterior(2E) 9-1-0 to 12-3-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=179. 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. May 26,2021 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 J21103158 Truss T12 Truss Type PIGGYBACK BASE Qty 3 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307266 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-soIDa1sbuJ3KgCWCHIodP3fgeuwyNA9a_m?qVLzCdev Scale = 1:77.2 12 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 5x10 MT18HS 5x10 MT18HS 3x6 3x8 3x6 3x6 3x6 3x4 4x8 4x8 3x4 8-11-88-11-8 15-7-86-8-0 24-7-08-11-8 -0-11-0 0-11-0 3-6-0 3-6-0 8-11-8 5-5-8 15-7-8 6-8-0 21-1-0 5-5-8 24-7-0 3-6-0 25-6-0 0-11-0 3-0-812-0-03-0-812-0-012.00 12 Plate Offsets (X,Y)-- [4:0-8-4,0-1-12], [5:0-8-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.81 0.76 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.48 0.02 0.02 (loc) 12-13 12-13 9 10 l/defl >999 >613 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 142 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,5-12,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-8 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 3-13, 6-9 REACTIONS. (size)13=0-3-8, 9=0-3-8 Max Horz 13=-359(LC 8) Max Uplift 13=-91(LC 10), 9=-91(LC 11) Max Grav 13=1359(LC 2), 9=1365(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1047/296, 4-5=-652/291, 5-6=-1054/296, 2-13=-270/170, 7-9=-270/170 BOT CHORD 12-13=-246/754, 10-12=-74/695, 9-10=-32/585 WEBS 4-12=-61/309, 5-10=-80/360, 3-13=-1137/70, 6-9=-1137/70 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 4-4-10, Exterior(2R) 4-4-10 to 20-2-6, Exterior(2E) 20-2-6 to 25-6-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 4 = 8%, joint 5 = 8% 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) 13, 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. May 26,2021 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 J21103158 Truss T13 Truss Type PIGGYBACK BASE Qty 10 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307267 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-K?sbnNtDfcBBHM5Or?KsyGBqNIGB6dLjDQkO2ozCdeu Scale = 1:77.2 12 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 5x10 MT18HS 5x10 MT18HS 2x4 3x6 3x8 3x6 3x6 3x6 3x4 4x8 4x8 8-11-88-11-8 15-7-86-8-0 24-7-08-11-8 -0-11-0 0-11-0 3-6-0 3-6-0 8-11-8 5-5-8 15-7-8 6-8-0 21-1-0 5-5-8 24-7-0 3-6-0 3-0-812-0-03-0-812-0-012.00 12 Plate Offsets (X,Y)-- [4:0-8-4,0-1-12], [5:0-8-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.81 0.76 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.48 0.02 0.02 (loc) 11-12 11-12 8 9 l/defl >999 >613 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 141 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-11,5-11,5-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-8 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 3-12, 6-8 REACTIONS. (size)12=0-3-8, 8=0-3-8 Max Horz 12=350(LC 7) Max Uplift 12=-89(LC 10), 8=-70(LC 11) Max Grav 12=1361(LC 2), 8=1294(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1049/288, 4-5=-654/286, 5-6=-1057/284, 2-12=-271/170 BOT CHORD 11-12=-256/742, 9-11=-84/685, 8-9=-59/587 WEBS 4-11=-59/310, 5-9=-74/364, 3-12=-1139/66, 6-8=-1145/132 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 4-4-10, Exterior(2R) 4-4-10 to 19-1-10, Exterior(2E) 19-1-10 to 24-5-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 4 = 8%, joint 5 = 8% 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) 12, 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. May 26,2021 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 J21103158 Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307268 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-oBQ_?jurQwJ2vWgaPjr5UUk18ibWr_BtR4UxaEzCdet Scale = 1:77.2 12 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 5x10 MT18HS 3x4 3x6 3x6 3x8 3x6 2x4 3x8 3x4 4x8 8-11-88-11-8 16-9-47-9-12 24-7-07-9-12 -0-11-0 0-11-0 3-6-0 3-6-0 8-11-8 5-5-8 16-9-4 7-9-12 24-7-0 7-9-12 3-0-812-0-012.00 12 Plate Offsets (X,Y)-- [4:0-8-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.68 0.81 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.44 0.03 0.02 (loc) 10-11 10-11 7 8-10 l/defl >999 >668 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 149 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-10,2-11,3-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 9-6-2 oc bracing. WEBS 1 Row at midpt 6-7, 3-11 2 Rows at 1/3 pts 5-7 REACTIONS. (size)7=0-3-8, 11=0-3-8 Max Horz 11=351(LC 10) Max Uplift 7=-231(LC 7), 11=-25(LC 10) Max Grav 7=1325(LC 2), 11=1373(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1067/173, 4-5=-667/205, 2-11=-267/170 BOT CHORD 10-11=-360/657, 8-10=-133/658, 7-8=-133/658 WEBS 3-10=-116/264, 4-10=0/318, 5-8=0/470, 5-7=-1182/242, 3-11=-1145/0 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 4-4-10, Exterior(2R) 4-4-10 to 16-5-7, Interior(1) 16-5-7 to 19-1-10, Exterior(2E) 19-1-10 to 24-5-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 4 = 16% 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) 11 except (jt=lb) 7=231. 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. May 26,2021 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 J21103158 Truss T15 Truss Type Half Hip Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307269 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-GNzMC3uUBERvXgEnzQMK1hGBY5xOaRW0gkDU6gzCdes Scale = 1:67.7 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 5x6 3x4 3x6 3x6 3x8 3x6 2x4 3x8 3x4 4x8 8-11-88-11-8 16-7-87-8-0 24-7-07-11-8 -0-11-0 0-11-0 3-6-0 3-6-0 8-11-8 5-5-8 16-7-8 7-8-0 24-7-0 7-11-8 3-0-811-9-1412-0-011-9-1412.00 12 Plate Offsets (X,Y)-- [4:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.77 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.38 0.03 0.02 (loc) 10-11 10-11 7 8-10 l/defl >999 >770 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 148 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-10,2-11,3-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 9-7-8 oc bracing. WEBS 1 Row at midpt 6-7, 5-10, 3-11 2 Rows at 1/3 pts 5-7 REACTIONS. (size)7=0-3-8, 11=0-3-8 Max Horz 11=346(LC 10) Max Uplift 7=-229(LC 7), 11=-28(LC 10) Max Grav 7=1325(LC 2), 11=1373(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1069/180, 4-5=-668/209, 6-7=-253/88, 2-11=-263/172 BOT CHORD 10-11=-354/659, 8-10=-135/676, 7-8=-135/676 WEBS 3-10=-112/262, 4-10=0/325, 5-8=0/483, 5-7=-1185/240, 3-11=-1151/0 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 4-4-10, Exterior(2R) 4-4-10 to 16-7-8, Interior(1) 16-7-8 to 19-1-10, Exterior(2E) 19-1-10 to 24-5-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 7=229. 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. May 26,2021 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 J21103158 Truss T16 Truss Type Half Hip Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307270 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-kZXkQOv6yXZl8qpzW8tZZvpIuVDWJrm9vOz2e6zCder Scale = 1:60.3 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 5x10 MT18HS 5x12 WB 3x4 3x6 3x4 3x6 3x12 2x4 3x8 8x8 6-11-86-11-8 15-7-88-8-0 24-7-08-11-8 -0-11-0 0-11-0 6-11-8 6-11-8 15-7-8 8-8-0 24-7-0 8-11-8 3-0-89-9-1410-0-09-9-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-7-0,0-1-12], [5:0-6-0,Edge], [6:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.99 0.97 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.40 0.03 0.02 (loc) 7-8 7-8 7 8-10 l/defl >999 >727 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 132 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-11,2-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 9-7-4 oc bracing. WEBS 1 Row at midpt 6-7, 4-10, 4-7 REACTIONS. (size)7=0-3-8, 11=0-3-8 Max Horz 11=266(LC 10) Max Uplift 7=-220(LC 7), 11=-54(LC 7) Max Grav 7=1313(LC 2), 11=1342(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1139/150, 3-4=-695/201, 6-7=-289/100, 2-11=-1249/128 BOT CHORD 10-11=-368/209, 8-10=-154/881, 7-8=-154/881 WEBS 3-10=0/315, 4-10=-345/120, 4-8=0/561, 4-7=-1268/223, 2-10=-74/719 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 4-4-10, Exterior(2R) 4-4-10 to 14-5-7, Interior(1) 14-5-7 to 19-1-10, Exterior(2E) 19-1-10 to 24-5-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 16%, joint 2 = 12% 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) 11 except (jt=lb) 7=220. 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. May 26,2021 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 J21103158 Truss T17 Truss Type Roof Special Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307271 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-Dm56dkwkjrhcm_O94rOo66MTuvat2O_J82ibBZzCdeq Scale = 1:71.3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 4x8 8x8 5x8 3x6 12x18 MT18HS 3x8 MT18HS 4x6 5x8 6x8 4x6 2x4 6x8 3x8 MT18HS 8-4-38-4-3 16-4-148-0-11 26-7-1310-2-15 36-11-010-3-3 -0-11-0 0-11-0 8-4-3 8-4-3 16-4-14 8-0-11 20-3-15 3-11-1 28-7-5 8-3-6 36-11-0 8-3-11 1-2-08-0-110-3-80-7-65.00 12 7.00 12 Plate Offsets (X,Y)-- [9:0-3-8,Edge], [14:0-3-8,0-2-8], [15:Edge,0-7-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.97 0.90 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.60 0.09 0.10 (loc) 10-12 10-12 9 9-10 l/defl >999 >733 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 172 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 5-6: 2x4 SPF No.2, 6-7,7-9: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-14,5-12,8-10: 2x4 SPF-S Stud, 2-15: 2x4 SPF 2100F 1.8E WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-12 REACTIONS. (size)15=0-3-8, 9=0-3-8 Max Horz 15=288(LC 9) Max Uplift 15=-229(LC 10), 9=-172(LC 11) Max Grav 15=1949(LC 2), 9=1968(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3296/401, 3-5=-2634/397, 5-6=-2770/528, 6-8=-2907/509, 8-9=-3062/410, 2-15=-1832/314 BOT CHORD 14-15=-258/661, 12-14=-391/2947, 10-12=-71/1744, 9-10=-242/2500 WEBS 3-12=-804/247, 5-12=-795/256, 6-12=-287/1565, 6-10=-224/1225, 8-10=-606/343, 2-14=-182/2355 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 4-4-10, Interior(1) 4-4-10 to 16-4-14, Exterior(2R) 16-4-14 to 25-7-9, Interior(1) 25-7-9 to 31-5-10, Exterior(2E) 31-5-10 to 36-9-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=229, 9=172. 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. May 26,2021 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 J21103158 Truss T18 Truss Type Roof Special Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307272 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-hyfUr4xMU9pTO7zMeZv1fKufpJxtnn8SMiS9j?zCdep Scale = 1:76.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 4x8 8x8 5x8 3x8 5x12 4x6 8x8 3x16 MT18HS 6x16 4x6 2x4 6x10 5x6 5x8 2x4 3x8 MT18HS 8-10-38-10-3 17-4-148-6-11 26-9-109-4-12 36-2-69-4-12 39-11-03-8-10 8-10-3 8-10-3 17-4-14 8-6-11 21-3-15 3-11-1 28-9-2 7-5-3 36-2-6 7-5-3 39-11-0 3-8-10 40-10-0 0-11-0 0-9-08-0-110-3-812-3-81-5-62-0-05.00 12 7.00 12 7.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [9:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.96 0.85 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.47 -0.79 0.40 0.19 (loc) 13-15 12-13 11 12-13 l/defl >999 >600 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 188 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-5: 2x4 SPF No.2, 5-6,6-10: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 11-12: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-15,5-15,5-13,7-12: 2x4 SPF No.2, 9-12: 2x4 SPF 2100F 1.8E WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-15, 4-15 REACTIONS. (size)11=0-3-8, 1=0-3-8 Max Horz 1=336(LC 9) Max Uplift 11=-220(LC 11), 1=-218(LC 10) Max Grav 11=2203(LC 18), 1=2029(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4050/466, 2-4=-3041/430, 4-5=-3199/566, 5-7=-3349/533, 7-8=-6011/690, 8-9=-5976/553, 9-11=-2172/296 BOT CHORD 1-17=-413/3612, 15-17=-413/3612, 13-15=-34/2046, 12-13=-153/3011 WEBS 2-17=0/365, 2-15=-1092/295, 4-15=-871/267, 5-15=-313/1733, 5-13=-244/1555, 7-13=-964/357, 7-12=-386/2642, 8-12=-373/229, 9-12=-406/5077 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 17-4-14, Exterior(2R) 17-4-14 to 26-7-9, Interior(1) 26-7-9 to 35-6-6, Exterior(2E) 35-6-6 to 40-10-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=220, 1=218. 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. May 26,2021 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 J21103158 Truss T19 Truss Type Roof Special Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307273 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-98Dt2Qy_FSxK?HYYCGQGBXRqZjGqWGIcbMBiFRzCdeo Scale = 1:72.8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 17 18 10 4x8 5x6 3x6 8x8 3x16 MT18HS 4x6 2x4 3x6 8x8 12x12 4x8 3x12 8x8 3x8 5x8 8-10-38-10-3 17-4-148-6-11 21-3-153-11-1 26-7-55-3-6 31-10-115-3-6 37-2-15-3-6 39-11-02-8-15 8-10-3 8-10-3 17-4-14 8-6-11 21-3-15 3-11-1 26-7-5 5-3-6 31-10-11 5-3-6 37-2-1 5-3-6 39-11-0 2-8-15 0-9-08-0-110-3-80-9-45.00 12 7.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [9:0-1-4,0-4-11] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.96 0.93 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.60 0.13 0.17 (loc) 12-13 14-16 10 12-13 l/defl >999 >795 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 211 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-5,5-7: 2x4 SPF No.2, 7-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 10-12: 2x10 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-14,4-13,5-13,6-13: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud , Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-7-11 oc bracing: 9-11 4-11-9 oc bracing: 9-10. WEBS 1 Row at midpt 2-14, 4-13, 8-12, 6-13 REACTIONS. (size)1=0-3-8, 10=0-3-8 Max Horz 1=283(LC 7) Max Uplift 1=-218(LC 10), 10=-110(LC 11) Max Grav 1=1995(LC 2), 10=2057(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3977/475, 2-4=-2938/447, 4-5=-2395/471, 5-6=-2410/460, 6-8=-3197/474, 8-9=-4615/551 BOT CHORD 1-16=-468/3544, 14-16=-468/3544, 13-14=-209/2579, 12-13=-213/2650, 11-12=-379/3763, 9-11=-378/3758 WEBS 2-16=0/383, 2-14=-1098/287, 4-14=-45/685, 4-13=-1265/271, 5-13=-313/2069, 8-12=-1390/220, 8-11=-64/1357, 6-12=-50/933, 6-13=-1180/244 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 17-4-14, Exterior(2R) 17-4-14 to 26-7-5, Interior(1) 26-7-5 to 31-10-8, Exterior(2E) 31-10-8 to 37-2-1 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=218, 10=110. 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. May 26,2021 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 J21103158 Truss T20 Truss Type Roof Special Qty 2 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307274 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-dLnFFmyc0m3BdR7kl_yVkl_?J6fCFfKlq0xFnuzCden Scale = 1:73.5 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 4x8 8x8 6x8 5x10 MT18HS 4x6 8x8 3x16 MT18HS 4x6 2x4 6x10 5x6 4x10 6x16 5x12 3x6 8-10-38-10-3 17-4-148-6-11 25-11-08-6-2 33-8-157-9-15 39-11-06-2-1 8-10-3 8-10-3 17-4-14 8-6-11 21-3-15 3-11-1 29-0-0 7-8-1 33-8-15 4-8-15 39-11-0 6-2-1 0-9-08-0-12-10-710-3-82-10-75.00 12 7.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [6:0-3-8,0-2-0], [7:0-4-8,0-2-12], [9:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.96 0.73 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.62 0.13 0.15 (loc) 11-13 11-13 9 13 l/defl >999 >772 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 187 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-5: 2x4 SPF No.2, 7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 2-13,5-13,5-11: 2x4 SPF No.2, 8-10: 2x4 SPF 2100F 1.8E WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-10 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 4-13 REACTIONS. (size)9=0-3-8, 1=0-3-8 Max Horz 1=316(LC 7) Max Uplift 9=-201(LC 11), 1=-220(LC 10) Max Grav 9=2043(LC 2), 1=2023(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4040/475, 2-4=-3024/441, 4-5=-3163/575, 5-6=-3142/520, 6-7=-4828/627, 7-8=-3973/479, 8-9=-1942/267 BOT CHORD 1-15=-476/3602, 13-15=-476/3602, 11-13=-103/2047, 10-11=-313/3054 WEBS 2-15=0/368, 2-13=-1094/293, 4-13=-841/262, 5-13=-310/1681, 5-11=-189/1355, 6-11=-994/317, 7-10=-2682/398, 8-10=-464/4261, 6-10=-160/1602 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 17-4-14, Exterior(2R) 17-4-14 to 26-7-9, Interior(1) 26-7-9 to 34-5-10, Exterior(2E) 34-5-10 to 39-9-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=201, 1=220. 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. May 26,2021 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 J21103158 Truss T21 Truss Type Roof Special Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307275 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-5XLdT6zEn4C2FbiwJhTkGyWA3W?Q_9lu2ggpKKzCdem Scale = 1:73.5 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 4x8 5x8 5x8 2x4 3x12 8x8 3x16 MT18HS 4x6 2x4 3x6 8x8 6x8 4x8 6x10 5x8 3x8 MT18HS 8-10-38-10-3 17-4-148-6-11 21-3-153-11-1 30-5-19-1-2 39-11-09-5-15 8-10-3 8-10-3 17-4-14 8-6-11 21-3-15 3-11-1 26-6-0 5-2-1 30-5-1 3-11-1 35-2-1 4-8-15 39-11-0 4-8-15 0-9-08-0-14-9-1110-3-84-9-115.00 12 7.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.96 0.73 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.63 0.14 0.14 (loc) 11-13 11-13 10 14-16 l/defl >999 >761 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 196 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-5,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 9-10,2-16,4-14,6-11,7-11: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-14 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-14, 4-13, 6-13, 7-11, 8-10 REACTIONS. (size)10=0-3-8, 1=0-3-8 Max Horz 1=342(LC 9) Max Uplift 10=-210(LC 11), 1=-219(LC 10) Max Grav 10=2019(LC 2), 1=2001(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3993/471, 2-4=-2950/444, 4-5=-2444/465, 5-6=-2449/451, 6-7=-3852/541, 7-8=-3223/419 BOT CHORD 1-16=-478/3559, 14-16=-478/3559, 13-14=-220/2590, 11-13=-248/2611, 10-11=-238/1820 WEBS 2-16=0/389, 2-14=-1101/285, 4-14=-58/633, 4-13=-1220/279, 5-13=-310/2118, 6-13=-985/239, 6-11=-106/1332, 7-11=-2131/325, 8-11=-155/1965, 8-10=-2516/334 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 17-4-14, Exterior(2R) 17-4-14 to 26-6-0, Interior(1) 26-6-0 to 34-5-10, Exterior(2E) 34-5-10 to 39-9-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=210, 1=219. 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. May 26,2021 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 J21103158 Truss T22 Truss Type Roof Special Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307276 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-1wSNuo?VIhSmUvsJR6VDMNcWUKdnS3IBW_9wOCzCdek Scale = 1:72.8 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 19 20 11 4x8 5x6 3x6 8x8 3x8 MT18HS 4x6 2x4 3x6 4x6 3x6 8x8 5x8 3x8 12x12 4x8 3x12 8x8 5-11-155-11-15 11-8-75-8-7 17-4-145-8-7 21-3-153-11-1 26-7-55-3-6 31-10-115-3-6 37-2-15-3-6 39-11-02-8-15 5-11-15 5-11-15 11-8-7 5-8-7 17-4-14 5-8-7 21-3-15 3-11-1 26-7-5 5-3-6 31-10-11 5-3-6 37-2-1 5-3-6 39-11-0 2-8-15 0-9-08-0-110-3-80-9-45.00 12 7.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [10:0-1-4,0-4-11] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.90 0.93 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.58 0.13 0.17 (loc) 13-14 13-14 11 15 l/defl >999 >814 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 219 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 5-6: 2x4 SPF No.2, 6-8,8-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 1-16: 2x4 SPF 2100F 1.8E, 11-13: 2x10 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-14,6-14,7-14: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-9 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14, 9-13 REACTIONS. (size)1=0-3-8, 11=0-3-8 Max Horz 1=283(LC 7) Max Uplift 1=-218(LC 10), 11=-110(LC 11) Max Grav 1=1995(LC 2), 11=2057(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4010/472, 2-4=-3512/470, 4-5=-2881/458, 5-6=-2393/470, 6-7=-2412/459, 7-9=-3197/475, 9-10=-4615/551 BOT CHORD 1-18=-494/3553, 17-18=-494/3553, 15-17=-365/3180, 14-15=-210/2565, 13-14=-214/2650, 12-13=-379/3763, 10-12=-378/3758 WEBS 2-17=-473/145, 4-17=0/411, 4-15=-845/210, 5-15=-87/727, 5-14=-1229/274, 6-14=-310/2059, 7-14=-1177/246, 7-13=-52/930, 9-13=-1390/218, 9-12=-63/1357 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 17-4-14, Exterior(2R) 17-4-14 to 26-7-5, Interior(1) 26-7-5 to 31-10-8, Exterior(2E) 31-10-8 to 37-2-1 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=218, 11=110. 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. May 26,2021 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 J21103158 Truss T23 Truss Type Roof Special Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307277 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-V60m57?73?ad62QV_p0Sub8hvkzZBUSLlevTwfzCdej Scale = 1:76.9 1 2 3 4 5 6 7 8 9 10 1119181716151413 12 20 21 22 23 24 25 26 3x6 5x6 5x8 3x6 5x12 4x6 3x8 MT18HS 5x16 MT18HS 3x6 5x8 3x6 5x12 5x12 2x4 4x8 4x6 5x10 MT18HS 3x8 MT18HS 9-9-99-9-9 19-3-109-6-1 28-9-29-5-8 36-2-67-5-3 39-11-03-8-10 6-7-9 6-7-9 12-11-9 6-4-1 19-3-10 6-4-1 21-3-15 2-0-5 28-9-2 7-5-3 36-2-6 7-5-3 39-11-0 3-8-10 40-10-0 0-11-0 1-2-09-1-510-3-812-3-81-5-62-0-04.94 12 7.00 12 7.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-1-12], [19:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.92 0.90 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.48 -0.78 0.40 0.18 (loc) 14-16 14-16 12 13-14 l/defl >992 >613 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 182 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8,8-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-13: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-16,5-16,6-16,6-14,2-19: 2x4 SPF No.2, 10-13: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 5-16, 6-14, 9-14, 2-19 REACTIONS. (size)12=0-3-8, 19=0-3-8 Max Horz 19=336(LC 9) Max Uplift 12=-220(LC 11), 19=-219(LC 10) Max Grav 12=2189(LC 18), 19=2049(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-451/100, 2-4=-3456/411, 4-5=-2685/400, 5-6=-2802/479, 6-7=-3738/594, 7-9=-3637/404, 9-10=-6134/565, 10-12=-2140/282, 1-19=-372/107 BOT CHORD 18-19=-392/3133, 16-18=-258/2932, 14-16=-29/2070, 13-14=-439/5065 WEBS 4-18=-16/467, 4-16=-815/248, 5-16=-649/196, 6-16=-265/1600, 6-14=-372/1791, 7-14=-678/342, 9-14=-2119/358, 9-13=-36/1313, 10-13=-445/5254, 2-19=-3188/338 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 19-3-10, Exterior(2R) 19-3-10 to 26-7-9, Interior(1) 26-7-9 to 35-6-6, Exterior(2E) 35-6-6 to 40-10-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=220, 19=219. 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. May 26,2021 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 J21103158 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 McKenzie 320 Northvale Job Reference (optional) I46307278 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-oSxPZX5WQ8SdR7Trvne5g3x?wYR?KkJNMD5LglzCdec Scale = 1:77.5 1 2 3 4 5 6 7 8 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 75 76 77 78 79 80 4x6 3x6 3x4 4x6 5x8 8x8 4x8 10x10 3x6 4x6 4x6 4x6 3x6 3x4 4x6 7-0-127-0-12 13-10-06-9-4 18-11-05-1-0 24-9-145-10-14 33-3-88-5-10 7-0-12 7-0-12 13-10-0 6-9-4 20-2-11 6-4-11 26-7-5 6-4-11 33-3-8 6-8-3 34-2-0 0-10-8 4-7-912-8-61-4-37.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-4-0,0-3-0], [23:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.59 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 0.01 0.04 (loc) 23-24 23-24 9 23-24 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 682 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-15,1-24,1-23,7-9,6-9: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 25-26,50-51: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-8-0 except (jt=length) 24=Mechanical. (lb) - Max Horz 24=-381(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9, 17 except 24=-376(LC 10), 15=-251(LC 11), 18=-275(LC 1), 19=-337(LC 11) Max Grav All reactions 250 lb or less at joint(s) 18, 17, 16, 14, 13, 12, 11, 10 except 24=2851(LC 17), 15=1194(LC 1), 9=422(LC 24), 19=2577(LC 17), 19=2456(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2075/331, 2-3=-1252/326, 3-4=-1277/326, 4-6=-41/273, 6-7=-336/207, 1-24=-2212/324, 7-9=-437/203 BOT CHORD 23-24=-285/350, 21-23=-198/1889, 18-19=-27/297, 17-18=-27/297, 16-17=-27/297, 15-16=-27/297 WEBS 2-23=-33/824, 2-21=-1249/303, 3-21=-166/757, 4-21=-206/1898, 4-15=-796/74, 6-15=-470/254, 1-23=-209/1874, 4-19=-1870/298 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 8-6-6, Exterior(2R) 8-6-6 to 19-1-10, Interior(1) 19-1-10 to 28-10-6, Exterior(2E) 28-10-6 to 34-2-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) 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. 6) All plates are 2x4 MT20 unless otherwise indicated. 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. Continued on page 2 May 26,2021 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 J21103158 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 McKenzie 320 Northvale Job Reference (optional) I46307278 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:55 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-oSxPZX5WQ8SdR7Trvne5g3x?wYR?KkJNMD5LglzCdec NOTES- 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, with BCDL = 10.0psf. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 17 except (jt=lb) 24=376, 15=251, 18=275, 19=337. 12) 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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 3-7=-80, 7-8=-80, 24-78=-200(F=-180), 9-78=-50(F=-30) 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 J21103158 Truss TG02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 McKenzie 320 Northvale Job Reference (optional) I46307279 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-lr39_C6mymiLhRcE0ChZlU0F6MA9oZjgpXbRldzCdea Scale = 1:55.6 1 2 3 4 5 6 7 14 13 12 11 10 9 8151617181920 6x8 4x8 8x8 3x8 MT18HS 4x6 3x6 6x8 10x10 10x10 3x6 8x8 12x18 MT18HS 3-0-03-0-0 7-3-84-3-8 11-5-154-2-7 14-5-82-11-9 20-5-86-0-0 3-0-0 3-0-0 7-3-8 4-3-8 11-5-15 4-2-7 14-5-8 2-11-9 20-5-8 6-0-0 21-4-8 0-11-0 1-9-124-10-139-1-41-2-012.00 12 5.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7], [8:Edge,0-9-11], [9:0-3-8,0-4-0], [10:0-3-8,0-5-0], [13:0-2-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.42 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.26 0.03 0.09 (loc) 10 9-10 8 10 l/defl >999 >946 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 378 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-11,1-13,6-8,6-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 8=0-3-8 Max Horz 14=-264(LC 4) Max Uplift 14=-886(LC 9), 8=-783(LC 9) Max Grav 14=9268(LC 2), 8=7095(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7957/803, 2-3=-7576/861, 3-4=-7553/844, 4-5=-11594/1227, 5-6=-12827/1381, 1-14=-8575/837, 6-8=-6790/785 BOT CHORD 13-14=-103/313, 11-13=-566/5568, 10-11=-1003/10570, 9-10=-1205/11723, 8-9=-206/1359 WEBS 2-13=-199/410, 2-11=-412/184, 3-11=-1068/10265, 4-11=-7754/960, 4-10=-508/4548, 5-10=-1580/309, 5-9=-227/1545, 1-13=-565/6140, 6-9=-1035/10470 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 5-9 2x4 - 1 row at 0-5-0 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) 14=886, 8=783. 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) 1735 lb down and 165 lb up at 1-6-12, 1736 lb down and 165 lb up at 3-6-12, 1703 lb down and 157 lb up at 5-6-12, 1703 lb down and 157 lb up at 7-2-12, 1703 lb down and 157 lb up at 9-2-12, 1703 lb down and 157 lb up at 11-2-12, and 1702 lb down and 157 lb up at 13-2-12, and 2687 lb down and 396 lb up at 14-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 May 26,2021 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 J21103158 Truss TG02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 McKenzie 320 Northvale Job Reference (optional) I46307279 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:57 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-lr39_C6mymiLhRcE0ChZlU0F6MA9oZjgpXbRldzCdea LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 3-4=-80, 4-6=-80, 6-7=-80, 8-14=-20 Concentrated Loads (lb) Vert: 11=-1630(F) 9=-2687(F) 15=-1629(F) 16=-1630(F) 17=-1630(F) 18=-1630(F) 19=-1630(F) 20=-1629(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 J21103158 Truss TG03 Truss Type Flat Girder Qty 1 Ply 2 McKenzie 320 Northvale Job Reference (optional) I46307280 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-D1dXBY7Oj3qCIbBQawCoIiZTtmQbX95p2BK?H4zCdeZ Scale = 1:42.8 1 2 3 6 5 47891011121314 3x4 3x8 3x4 10x10 2x4 3x8 6-11-126-11-12 13-11-86-11-12 6-11-12 6-11-12 13-11-8 6-11-12 7-6-0LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.63 0.79 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.13 -0.00 0.07 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 164 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-5,3-5: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=0-3-8 Max Horz 6=-266(LC 4) Max Uplift 6=-745(LC 4), 4=-759(LC 5) Max Grav 6=2416(LC 1), 4=2459(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1830/597, 1-2=-1564/455, 2-3=-1564/455, 3-4=-1829/597 WEBS 1-5=-723/2221, 2-5=-640/234, 3-5=-723/2221 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) 6=745, 4=759. 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) 585 lb down and 199 lb up at 2-0-12, 585 lb down and 199 lb up at 4-0-12, 585 lb down and 199 lb up at 6-0-12, 585 lb down and 199 lb up at 8-0-12, and 585 lb down and 199 lb up at 10-0-12, and 585 lb down and 199 lb up at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 May 26,2021 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 J21103158 Truss TG03 Truss Type Flat Girder Qty 1 Ply 2 McKenzie 320 Northvale Job Reference (optional) I46307280 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:58 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-D1dXBY7Oj3qCIbBQawCoIiZTtmQbX95p2BK?H4zCdeZ LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-80, 4-6=-20 Concentrated Loads (lb) Vert: 7=-585(B) 9=-585(B) 10=-585(B) 11=-585(B) 12=-585(B) 14=-585(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 J21103158 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 2 McKenzie 320 Northvale Job Reference (optional) I46307281 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:28:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-hDBwPu80UNy3wlmd8dj1rv5gx9lAGSTyHr4YpWzCdeY Scale = 1:47.4 1 2 3 4 5 6 7 12 11 10 9 813141516171819202122 5x6 3x6 2x4 6x6 3x12 5x6 3x12 3x6 8x8 3x6 6x6 4-11-84-11-8 14-7-89-8-0 24-7-09-11-8 -0-11-0 0-11-0 4-11-8 4-11-8 11-4-13 6-5-5 17-10-3 6-5-5 24-7-0 6-8-13 3-0-87-9-148-0-07-9-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [3:0-3-0,0-1-15], [8:0-3-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.49 0.83 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.22 -0.24 0.02 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 269 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-11,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 12=0-3-8 Max Horz 12=187(LC 8) Max Uplift 8=-1554(LC 5), 12=-1470(LC 5) Max Grav 8=2545(LC 38), 12=2570(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2281/1479, 3-4=-1533/1074, 4-6=-2286/1459, 2-12=-2645/1608 BOT CHORD 9-11=-1389/2143, 8-9=-1042/1660 WEBS 3-11=-926/1252, 4-11=-1038/543, 4-9=-273/386, 6-9=-1051/1588, 6-8=-2463/1549, 2-11=-1187/1844 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) 8=1554, 12=1470. 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) 643 lb down and 696 lb up at 4-11-8, 247 lb down and 267 lb up at 7-0-5, 247 lb down and 267 lb up at 9-0-5, 247 lb down and 267 lb up at 11-0-5, 219 lb down and 218 lb up at 13-0-5, 219 lb down and 218 lb up at 15-0-5, 219 lb down and 218 lb up at 17-0-5, 219 lb down and 218 lb up at 19-0-5, and 219 lb down and 218 lb up at 21-0-5, and 219 lb down and 218 lb up at 23-0-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 May 26,2021 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 J21103158 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 2 McKenzie 320 Northvale Job Reference (optional) I46307281 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:00 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-9QlIcE9fEh4wYuLphLEGN7ergZ5P?vj6VVp6MyzCdeX LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-7=-80, 8-12=-20 Concentrated Loads (lb) Vert: 11=-493 13=-204 14=-204 15=-204 16=-211 17=-211 19=-211 20=-211 21=-211 22=-211 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 J21103158 Truss V01 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307282 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-9QlIcE9fEh4wYuLphLEGN7etCZFk?726VVp6MyzCdeX Scale = 1:22.5 1 2 3 43x4 4x6 3x4 2x4 6-7-146-7-14 6-8-20-0-4 3-4-1 3-4-1 6-8-2 3-4-1 0-0-43-4-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.17 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 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-7-10, 3=6-7-10, 4=6-7-10 Max Horz 1=-76(LC 6) Max Uplift 1=-28(LC 11), 3=-28(LC 11), 4=-6(LC 10) Max Grav 1=169(LC 1), 3=169(LC 1), 4=259(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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 26,2021 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 J21103158 Truss V02 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307283 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-dcJgqaAH?_Dn92w?F2lVwKB4gzddkaiFk9ZfuPzCdeW Scale = 1:13.7 1 2 3 4 2x4 4x6 2x4 2x4 0-0-40-0-4 4-4-24-3-14 2-2-1 2-2-1 4-4-2 2-2-1 0-0-42-2-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.21 0.06 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-3-10, 3=4-3-10, 4=4-3-10 Max Horz 1=-46(LC 6) Max Uplift 1=-23(LC 11), 3=-23(LC 11) Max Grav 1=111(LC 1), 3=111(LC 1), 4=141(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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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. May 26,2021 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 J21103158 Truss V03 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307284 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-5os21wAvmILenCVCpmGkSYjI4NzJT0KPzpICQrzCdeV Scale = 1:7.8 1 2 3 2x4 3x4 2x4 0-0-40-0-4 2-0-21-11-14 1-0-1 1-0-1 2-0-2 1-0-1 0-0-41-0-10-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.04 0.03 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 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-11-10, 3=1-11-10 Max Horz 1=-17(LC 6) Max Uplift 1=-5(LC 10), 3=-5(LC 10) Max Grav 1=65(LC 1), 3=65(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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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. May 26,2021 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 J21103158 Truss V04 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307285 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-Z?QQFGBXXcTVPM4ONTnz?lGOJnHcCNGYBT2myHzCdeU Scale = 1:52.6 1 2 3 4 7 6 5 8 3x4 4x6 2x4 2x4 2x4 2x4 2x4 11-2-511-2-5 8-5-11 8-5-11 11-2-5 2-8-10 0-0-48-5-115-9-112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.16 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-2-1. (lb) - Max Horz 1=266(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-277(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=428(LC 17), 7=622(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-291/237 WEBS 3-6=-253/50, 2-7=-416/376 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-7-13, Exterior(2R) 5-7-13 to 8-5-11, Exterior(2E) 8-5-11 to 11-0-9 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=277. 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. May 26,2021 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 J21103158 Truss V05 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307286 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-Z?QQFGBXXcTVPM4ONTnz?lGPCnH4COKYBT2myHzCdeU Scale: 1/4"=1' 1 2 3 4 7 6 5 8 93x4 4x6 2x4 2x4 2x4 2x4 2x4 10-4-510-4-5 7-7-11 7-7-11 10-4-5 2-8-10 0-0-47-7-114-11-112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.13 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-4-1. (lb) - Max Horz 1=233(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-248(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=444(LC 17), 7=550(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-267/214 WEBS 3-6=-262/54, 2-7=-375/350 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-7-13, Exterior(2R) 5-7-13 to 7-7-11, Exterior(2E) 7-7-11 to 10-2-9 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=248. 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. May 26,2021 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 J21103158 Truss V06 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307287 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-2B_pScC9IvbM1WfawAJCYzpbRAeKxsfhQ7nJVjzCdeT Scale = 1:44.3 1 2 3 4 7 6 5 8 92x4 4x6 2x4 2x4 2x4 2x4 2x4 9-6-59-6-5 6-9-11 6-9-11 9-6-5 2-8-10 0-0-46-9-114-1-112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.24 0.13 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-6-1. (lb) - Max Horz 1=199(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-226(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=447(LC 17), 7=490(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-265/57, 2-7=-345/333 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-7-13, Exterior(2R) 5-7-13 to 6-9-11, Exterior(2E) 6-9-11 to 9-4-9 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=226. 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. May 26,2021 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 J21103158 Truss V07 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307288 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-WNYBfxDn3DjCegEmUuqR4ALlva_AgKwrfnXs1AzCdeS Scale = 1:39.2 1 2 3 4 7 6 5 8 2x4 4x6 2x4 2x4 2x4 2x4 2x4 8-8-58-8-5 5-11-11 5-11-11 8-8-5 2-8-10 0-0-45-11-113-3-112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.09 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-8-1. (lb) - Max Horz 1=166(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-108(LC 8), 7=-218(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=336(LC 17), 7=402(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-263/58, 2-7=-338/341 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-7-13, Exterior(2R) 5-7-13 to 5-11-11, Exterior(2E) 5-11-11 to 8-6-9 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 5, 6 except (jt=lb) 1=108, 7=218. 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. May 26,2021 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 J21103158 Truss V08 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307289 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-_a6ZtHDPqXr3Gppz2bLgdOunW_FKPnG_uRGQZczCdeR Scale = 1:33.6 1 2 3 5 43x4 4x6 2x4 2x4 2x4 7-10-57-10-5 5-1-11 5-1-11 7-10-5 2-8-10 0-0-45-1-112-5-112.00 12 Plate Offsets (X,Y)-- [1:0-1-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.85 0.35 0.20 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: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 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 Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)1=7-10-1, 4=7-10-1, 5=7-10-1 Max Horz 1=133(LC 10) Max Uplift 1=-44(LC 11), 4=-70(LC 11), 5=-82(LC 10) Max Grav 1=215(LC 18), 4=117(LC 24), 5=470(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-346/116 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, 4, 5. 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. May 26,2021 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 J21103158 Truss V09 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307290 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-Smgx4dE2bqzwuzN9cJsv9bR09OdJ8Gp8650z52zCdeQ Scale = 1:28.6 1 2 3 5 43x6 4x6 2x4 2x4 2x4 7-0-57-0-5 4-3-11 4-3-11 7-0-5 2-8-10 0-0-44-3-111-7-112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.24 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: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-0-1, 4=7-0-1, 5=7-0-1 Max Horz 1=100(LC 10) Max Uplift 1=-57(LC 11), 4=-74(LC 11), 5=-42(LC 10) Max Grav 1=192(LC 18), 4=136(LC 24), 5=379(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-277/74 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, 4, 5. 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. May 26,2021 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 J21103158 Truss V10 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307291 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-Smgx4dE2bqzwuzN9cJsv9bR36OeY8Hl8650z52zCdeQ Scale = 1:23.6 1 2 3 5 43x4 4x6 3x6 2x4 6-2-56-2-5 3-5-11 3-5-11 6-2-5 2-8-10 0-0-43-5-110-9-112.00 12 Plate Offsets (X,Y)-- [3:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.16 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-2-1, 4=6-2-1, 5=6-2-1 Max Horz 1=87(LC 7) Max Uplift 1=-59(LC 11), 4=-65(LC 11), 5=-20(LC 7) Max Grav 1=182(LC 18), 4=164(LC 24), 5=258(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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, 4, 5. 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. May 26,2021 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 J21103158 Truss V11 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307292 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-wyEJIzFgM85nV7yL90N8ipzFCo?itkJHLllXeVzCdeP Scale = 1:18.6 1 2 3 4 2x4 4x6 2x4 2x4 0-0-40-0-4 5-3-75-3-3 2-7-11 2-7-11 5-3-7 2-7-11 0-0-42-7-110-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.32 0.10 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-2-15, 3=5-2-15, 4=5-2-15 Max Horz 1=59(LC 9) Max Uplift 1=-29(LC 11), 3=-29(LC 11) Max Grav 1=140(LC 1), 3=140(LC 1), 4=178(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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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. May 26,2021 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 J21103158 Truss V12 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307293 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-O9niVJGI7SDe7HXYjkuNF0WT4BMxcBnRaPV4AxzCdeO Scale = 1:11.2 1 2 3 4 2x4 4x6 2x4 2x4 0-0-40-0-4 3-4-83-4-4 1-8-4 1-8-4 3-4-8 1-8-4 0-0-41-8-40-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.12 0.03 0.02 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 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-4-0, 3=3-4-0, 4=3-4-0 Max Horz 1=-34(LC 8) Max Uplift 1=-17(LC 11), 3=-17(LC 11) Max Grav 1=82(LC 1), 3=82(LC 1), 4=104(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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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. May 26,2021 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 J21103158 Truss V13 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307294 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-O9niVJGI7SDe7HXYjkuNF0WKcBE6cB3RaPV4AxzCdeO Scale = 1:30.5 1 2 32x4 2x4 2x4 5-4-4 5-4-4 0-0-45-4-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.66 0.54 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-4-0, 3=5-4-0 Max Horz 1=194(LC 10) Max Uplift 3=-136(LC 10) Max Grav 1=243(LC 1), 3=259(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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) except (jt=lb) 3=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. May 26,2021 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 J21103158 Truss V14 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307295 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-sLL4jfGwulLVlR6kHRPcnE3Rgbd7LeJao3EdiNzCdeN Scale = 1:25.7 1 2 32x4 2x4 2x4 4-6-6 4-6-6 0-0-44-6-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.90 0.36 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 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 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-6-2, 3=4-6-2 Max Horz 1=161(LC 10) Max Uplift 3=-113(LC 10) Max Grav 1=202(LC 1), 3=215(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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) except (jt=lb) 3=113. 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. May 26,2021 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 J21103158 Truss V15 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307296 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-KXvSw?HYf3TMMbhwr8xrKRbfT??X45Zj1j_BEpzCdeM Scale = 1:21.6 1 2 32x4 2x4 2x4 3-8-8 3-8-8 0-0-43-8-812.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.71 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-8-4, 3=3-8-4 Max Horz 1=128(LC 10) Max Uplift 3=-90(LC 10) Max Grav 1=160(LC 1), 3=171(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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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. May 26,2021 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 J21103158 Truss V16 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307297 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-KXvSw?HYf3TMMbhwr8xrKRbmm?1945Zj1j_BEpzCdeM Scale = 1:17.5 1 2 3 2x4 2x4 2x4 2-10-10 2-10-10 0-0-42-10-1012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.30 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-10-6, 3=2-10-6 Max Horz 1=95(LC 10) Max Uplift 3=-67(LC 10) Max Grav 1=119(LC 1), 3=127(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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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. May 26,2021 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 J21103158 Truss V17 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307298 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-pjTq7LIAQNbD_kG7OsS4sf8zEPNTpYptGNjknGzCdeL Scale = 1:13.3 1 2 3 2x4 2x4 2x4 2-0-12 2-0-12 0-0-42-0-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-0-8, 3=2-0-8 Max Horz 1=62(LC 10) Max Uplift 3=-44(LC 10) Max Grav 1=78(LC 1), 3=83(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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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. May 26,2021 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 J21103158 Truss V18 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307299 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-Hw1CLhJoBgj4curJyZzJPshAcpjGY?30V1TIJizCdeK Scale = 1:9.1 1 2 3 2x4 2x4 2x4 1-2-14 1-2-14 0-0-41-2-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.02 0.01 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 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-2-10, 3=1-2-10 Max Horz 1=29(LC 7) Max Uplift 3=-14(LC 7) Max Grav 1=39(LC 18), 3=42(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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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. May 26,2021 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 J21103158 Truss V19 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307300 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-Hw1CLhJoBgj4curJyZzJPsh7GphtYyx0V1TIJizCdeK Scale = 1:45.9 1 2 3 4 5 8 7 6 9 10 11 123x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 14-8-1014-8-6 7-4-5 7-4-5 14-8-10 7-4-5 0-0-47-4-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.24 0.16 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-8-2. (lb) - Max Horz 1=179(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-238(LC 10), 6=-238(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=370(LC 20), 8=517(LC 17), 6=517(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-359/279, 4-6=-359/278 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-7-13, Exterior(2R) 5-7-13 to 9-0-13, Exterior(2E) 9-0-13 to 14-4-6 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=238, 6=238. 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. May 26,2021 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 J21103158 Truss V20 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307301 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-l6bbY0KRx_rxD2QVWHUYy4DI6C2sHQ5AjhCrr8zCdeJ Scale = 1:38.9 1 2 3 4 5 8 7 6 9 10 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 12-4-1012-4-6 6-2-5 6-2-5 12-4-10 6-2-5 0-0-46-2-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.11 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-4-2. (lb) - Max Horz 1=149(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-216(LC 10), 6=-216(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=255(LC 1), 8=394(LC 17), 6=393(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-331/259, 4-6=-330/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-7-13, Exterior(2R) 5-7-13 to 6-8-13, Exterior(2E) 6-8-13 to 12-0-6 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, 5 except (jt=lb) 8=216, 6=216. 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. May 26,2021 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 J21103158 Truss V21 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307302 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-DI9zmMK3iIzorC?h4_?nUHmK8cMc0tPJyLyONbzCdeI Scale = 1:31.6 1 2 3 43x6 4x6 3x6 2x4 0-0-40-0-4 10-0-1010-0-6 5-0-5 5-0-5 10-0-10 5-0-5 0-0-45-0-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.79 0.21 0.14 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: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=10-0-2, 3=10-0-2, 4=10-0-2 Max Horz 1=119(LC 9) Max Uplift 1=-39(LC 11), 3=-39(LC 11), 4=-12(LC 10) Max Grav 1=266(LC 1), 3=266(LC 1), 4=402(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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 26,2021 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 J21103158 Truss V22 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307303 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-hVjLziLhTb6fTMZudiW01VJbR0iUlLiSB?hyw1zCdeH Scale = 1:25.9 1 2 3 43x4 4x6 3x4 2x4 7-8-67-8-6 7-8-100-0-4 3-10-5 3-10-5 7-8-10 3-10-5 0-0-43-10-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.23 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-8-2, 3=7-8-2, 4=7-8-2 Max Horz 1=-90(LC 6) Max Uplift 1=-33(LC 11), 3=-33(LC 11), 4=-7(LC 10) Max Grav 1=198(LC 1), 3=198(LC 1), 4=305(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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 26,2021 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 J21103158 Truss V23 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307304 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-9hGjB2MJEvEV4W84BP2FZirouQ4jUpWcPeRVSTzCdeG Scale = 1:19.1 1 2 3 4 2x4 4x6 2x4 2x4 0-0-40-0-4 5-4-105-4-6 2-8-5 2-8-5 5-4-10 2-8-5 0-0-42-8-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.26 0.10 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-4-2, 3=5-4-2, 4=5-4-2 Max Horz 1=-60(LC 8) Max Uplift 1=-30(LC 11), 3=-30(LC 11) Max Grav 1=143(LC 1), 3=143(LC 1), 4=181(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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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. May 26,2021 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 J21103158 Truss V24 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307305 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-9hGjB2MJEvEV4W84BP2FZirrHQ4XUp2cPeRVSTzCdeG Scale = 1:10.4 1 2 3 2x4 3x4 2x4 0-0-40-0-4 3-0-103-0-6 1-6-5 1-6-5 3-0-10 1-6-5 0-0-41-6-50-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.11 0.12 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 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-0-2, 3=3-0-2 Max Horz 1=30(LC 7) Max Uplift 1=-9(LC 11), 3=-9(LC 11) Max Grav 1=117(LC 1), 3=117(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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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. May 26,2021 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 J21103158 Truss V25 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307306 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-54OUckNZmWUDKpITJq4jf7w4nDirydevtywcXMzCdeE Scale: 3/16"=1' 1 2 3 4 5 6 7 13 12 11 10 9 8 14 153x6 4x6 2x4 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 17-1-517-1-5 15-10-14 15-10-14 17-1-5 1-2-7 0-0-410-1-58-10-147.63 12 12.00 12 Plate Offsets (X,Y)-- [6:0-3-7,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.32 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud *Except* 1-11: 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 6-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-9 REACTIONS.All bearings 17-0-15. (lb) - Max Horz 1=366(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 8, 1, 9 except 10=-144(LC 10), 12=-125(LC 10), 13=-130(LC 10) Max Grav All reactions 250 lb or less at joint(s) 8, 1 except 9=388(LC 17), 10=561(LC 17), 12=485(LC 17), 13=461(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-403/228, 2-3=-290/167 WEBS 5-10=-352/193, 3-12=-315/174, 2-13=-319/172 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-0 to 5-9-10, Interior(1) 5-9-10 to 10-7-5, Exterior(2R) 10-7-5 to 15-10-14, Exterior(2E) 15-10-14 to 16-11-9 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 1, 9 except (jt=lb) 10=144, 12=125, 13=130. 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. May 26,2021 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 J21103158 Truss V26 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307307 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-aGysp4OBXqc4xztfsXbyBLTDwd4Jh4Z26cf93ozCdeD Scale = 1:49.0 1 2 3 4 5 9 8 7 6 10 3x4 4x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 13-11-913-11-9 12-9-2 12-9-2 13-11-9 1-2-7 0-0-48-1-56-10-147.63 12 12.00 12 Plate Offsets (X,Y)-- [4:0-3-7,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.18 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 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 Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-11-3. (lb) - Max Horz 1=289(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7 except 8=-136(LC 10), 9=-145(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=428(LC 17), 8=514(LC 17), 9=517(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-259/212 WEBS 4-7=-276/184, 3-8=-346/188, 2-9=-352/190 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-0 to 5-9-10, Interior(1) 5-9-10 to 7-5-8, Exterior(2R) 7-5-8 to 12-9-2, Exterior(2E) 12-9-2 to 13-9-13 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 7 except (jt=lb) 8=136, 9=145. 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. May 26,2021 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 J21103158 Truss V27 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307308 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-2SWE0QPqI7kxZ7SrQF6BkY0SJ1P5QaFCKGPjbEzCdeC Scale = 1:37.4 1 2 3 4 7 6 583x4 4x6 3x4 2x4 2x4 2x4 2x4 10-9-1210-9-12 9-7-6 9-7-6 10-9-12 1-2-7 0-0-46-1-54-10-147.63 12 12.00 12 Plate Offsets (X,Y)-- [3:0-3-7,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.20 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 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 Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-9-6. (lb) - Max Horz 1=211(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-181(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=347(LC 17), 7=657(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-439/267 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-0 to 5-9-10, Exterior(2R) 5-9-10 to 9-7-6, Exterior(2E) 9-7-6 to 10-8-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=181. 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. May 26,2021 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 J21103158 Truss V28 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307309 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-Wf4cEmQS3RsoBH12_ydQGmYbbRmt92QLZw8G7hzCdeB Scale = 1:26.5 1 2 3 4 7 6 52x4 4x6 2x4 2x4 2x4 2x4 2x4 7-8-07-8-0 6-5-9 6-5-9 7-8-0 1-2-7 0-0-44-1-52-10-147.63 12 12.00 12 Plate Offsets (X,Y)-- [3:0-3-7,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.17 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 7-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 7-7-10. (lb) - Max Horz 1=126(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-131(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=313(LC 1), 7=386(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-320/253 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-0 to 5-9-10, Exterior(2R) 5-9-10 to 6-5-9, Exterior(2E) 6-5-9 to 7-6-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, 5, 6 except (jt=lb) 7=131. 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. May 26,2021 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 J21103158 Truss V29 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307310 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-_re_R5R4ql_foRcEYg8fpz5par7DuWsUoaupg7zCdeA Scale = 1:13.3 1 2 3 5 4 2x4 4x6 2x4 2x4 2x4 4-6-44-6-4 3-3-13 3-3-13 4-6-4 1-2-7 0-0-42-1-50-10-147.63 12 12.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.38 0.10 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)1=4-5-14, 4=4-5-14, 5=4-5-14 Max Horz 1=46(LC 10) Max Uplift 1=-17(LC 10), 4=-36(LC 11), 5=-9(LC 10) Max Grav 1=128(LC 23), 4=47(LC 18), 5=218(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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, 4, 5. 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. May 26,2021 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 J21103158 Truss V30 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307311 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-_re_R5R4ql_foRcEYg8fpz5nor6DuUaUoaupg7zCdeA Scale = 1:53.1 1 2 3 4 7 6 5 8 3x4 4x6 3x4 2x4 2x4 2x4 2x4 12-5-612-5-6 8-6-14 8-6-14 12-5-6 3-10-8 0-0-48-6-144-8-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.49 0.16 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 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 Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS.All bearings 12-5-2. (lb) - Max Horz 1=270(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-109(LC 6), 7=-279(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 1=305(LC 18), 5=292(LC 18), 6=517(LC 17), 7=620(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-297/266, 2-3=-260/227 WEBS 3-6=-316/150, 2-7=-417/346 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-7-13, Exterior(2R) 5-7-13 to 8-6-14, Exterior(2E) 8-6-14 to 12-3-10 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 1=109, 7=279. 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. May 26,2021 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 J21103158 Truss V31 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307312 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-S1BNfRRib26WQaBQ5NguLBeyuESUdvje0EdNCZzCde9 Scale = 1:41.2 1 2 3 4 7 6 5 8 9 103x4 4x6 3x4 2x4 2x4 2x4 2x4 10-5-610-5-6 6-6-14 6-6-14 10-5-6 3-10-8 0-0-46-6-142-8-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.16 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-5-2. (lb) - Max Horz 1=164(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 6 except 5=-118(LC 11), 7=-222(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=484(LC 17), 7=467(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-278/58, 2-7=-336/297 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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-7-13, Exterior(2R) 5-7-13 to 6-6-14, Exterior(2E) 6-6-14 to 10-3-10 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6 except (jt=lb) 5=118, 7=222. 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. May 26,2021 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 J21103158 Truss V32 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307313 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-wEllsnSKMMEN2kldf5B7uOA43enbMPQnFuNwk0zCde8 Scale = 1:30.1 1 2 3 43x4 4x6 6x6 2x4 0-0-40-0-4 8-5-68-5-2 4-6-14 4-6-14 8-5-6 3-10-8 0-0-44-6-140-0-412.00 12 Plate Offsets (X,Y)-- [1:0-1-2,0-1-8], [3:0-0-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.63 0.17 0.10 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: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud WEDGE Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-8-5, 3=8-8-5, 4=8-8-5 Max Horz 1=-108(LC 8) Max Uplift 1=-35(LC 11), 3=-34(LC 11), 4=-10(LC 10) Max Grav 1=241(LC 1), 3=237(LC 1), 4=358(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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 26,2021 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 J21103158 Truss V33 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307314 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-OQJ747Ty7gMEfuKpDoiMRcjKx28?4tnxUY6UGSzCde7 Scale = 1:18.2 1 2 3 4 2x4 4x6 2x4 2x4 0-0-40-0-4 5-1-125-1-8 2-6-14 2-6-14 5-1-12 2-6-14 0-0-42-6-140-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.31 0.09 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-1-4, 3=5-1-4, 4=5-1-4 Max Horz 1=57(LC 9) Max Uplift 1=-28(LC 11), 3=-28(LC 11) Max Grav 1=136(LC 1), 3=136(LC 1), 4=172(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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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. May 26,2021 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 J21103158 Truss V34 Truss Type Valley Qty 1 Ply 1 McKenzie 320 Northvale Job Reference (optional) I46307315 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 12:29:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sMswEE1fGbf7s8IW6WkvO5zCh?V-sctVHTUauzU5H2v?nWDbzpGPFSMVpKX4jCs1puzCde6 Scale = 1:15.5 1 2 3 2x4 2x4 2x4 5-11-12 5-11-12 0-0-42-5-84.94 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.65 0.59 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 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 No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-11-3, 3=5-11-3 Max Horz 1=84(LC 10) Max Uplift 1=-23(LC 10), 3=-58(LC 10) Max Grav 1=254(LC 1), 3=254(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=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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. May 26,2021 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