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HomeMy WebLinkAboutC010.2 - NVL 325 - Stamped Truss Letter16023 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). November 23,2021 Liu, Xuegang Pages or sheets covered by this seal: I48942751 thru I48942786 My license renewal date for the state of Indiana is July 31, 2022. B21103374 McKenzie 325 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 B21103374 Truss CG01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942751 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-2bXkqVgnKKd?IfPjft?seCrEAIgeuaAFO0g0B8yGFwQ Scale: 1/4"=1' 1 2 3 5 4 6 7 3x4 8x8 3x4 4x6 6-9-4 6-9-4 -3-3-1 3-3-1 6-9-4 6-9-4 3-2-17-11-87-8-00-3-87-11-88.49 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 1.00 0.47 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 0.09 -0.00 (loc) 4-5 4-5 4 l/defl >766 >872 n/a L/d 240 180 n/a PLATES MT20 Weight: 50 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 2-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=228(LC 12) Max Uplift 5=-201(LC 8), 4=-367(LC 8) Max Grav 5=736(LC 31), 4=368(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-645/76 BOT CHORD 4-5=-334/197 WEBS 2-4=-204/353 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=201, 4=367. 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) 159 lb down and 69 lb up at -3-3-1, 159 lb down and 69 lb up at -3-3-1, and 118 lb down and 55 lb up at 4-0-6, and 118 lb down and 55 lb up at 4-0-6 on top chord, and 113 lb down and 179 lb up at 4-0-6, and 113 lb down and 179 lb up at 4-0-6 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 Concentrated Loads (lb) Vert: 1=-232(F=-116, B=-116) 7=3(F=1, B=1) Continued on page 2 November 23,2021 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 B21103374 Truss CG01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942751 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:19 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-2bXkqVgnKKd?IfPjft?seCrEAIgeuaAFO0g0B8yGFwQ LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 1=-0(F=40, B=40)-to-2=-68(F=6, B=6), 2=-3(F=39, B=39)-to-3=-135(F=-28, B=-28), 5=0(F=10, B=10)-to-4=-34(F=-7, B=-7) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103374 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942752 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-Wo561rgP4elrwp_vDbX5AQOSBh19d?KOdgQZjayGFwP Scale = 1:68.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 4x6 3x8 4x6 3x8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-11-0 15-11-0 -1-3-8 1-3-8 7-11-8 7-11-8 15-11-0 7-11-8 17-2-8 1-3-8 2-6-1310-6-52-6-1312.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [14:0-4-0,Edge], [16: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-R 0.73 0.33 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.01 (loc) 15 15 16 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 125 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* 8-22,7-23,9-21: 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, 7-23, 9-21 REACTIONS.All bearings 15-11-0. (lb) - Max Horz 28=-325(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-413(LC 6), 16=-403(LC 7), 27=-388(LC 7), 17=-380(LC 6) Max Grav All reactions 250 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=466(LC 18), 16=458(LC 17), 22=420(LC 11), 27=464(LC 8), 17=455(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-28=-324/348, 2-3=-254/276, 3-4=-117/308, 4-5=-126/420, 5-6=-169/516, 6-7=-219/626, 7-8=-237/644, 8-9=-237/644, 9-10=-219/626, 10-11=-169/516, 11-12=-126/420, 12-13=-113/308, 13-14=-247/274, 14-16=-319/348 WEBS 8-22=-789/245 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) -1-3-8 to 3-11-8, Corner(3R) 3-11-8 to 11-11-8, Corner(3E) 11-11-8 to 17-2-8 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 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=413, 16=403, 27=388, 17=380. 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. November 23,2021 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 B21103374 Truss GE02 Truss Type GABLE COMMON Qty 1 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942753 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-tlu?5YkYvAN80ast086GtT5LJiftI7U7my7KOnyGFwK Scale = 1:81.9 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 30 31 32 33 34 35 36 4x6 6x6 2x4 3x4 3x6 5x6 4x6 5x12 3x4 3x6 5x8 3x8 3x6 4x6 4x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-7-14 5-7-14 8-7-8 2-11-10 11-0-5 2-4-13 17-9-3 6-8-15 24-7-6 6-10-3 33-3-0 8-7-10 -1-3-8 1-3-8 5-7-14 5-7-14 11-0-5 5-4-6 13-0-0 1-11-11 17-9-3 4-9-3 24-7-6 6-10-3 30-5-0 5-9-10 33-3-0 2-10-0 1-7-05-3-212-0-03-4-612-0-04.00 12 12.00 12 Plate Offsets (X,Y)-- [6:0-2-4,0-2-12], [7:0-2-8,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 0.64 0.74 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.38 0.02 0.04 (loc) 10-11 10-11 10 13-15 l/defl >999 >771 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 196 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-13,6-13,6-11,7-11: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 6-11, 8-10 REACTIONS.All bearings 8-7-8 except (jt=length) 10=0-3-8. (lb) - Max Horz 19=364(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 10, 16 except 19=-125(LC 6), 18=-270(LC 10), 17=-247(LC 2) Max Grav All reactions 250 lb or less at joint(s) 19, 17 except 18=2286(LC 2), 10=1391(LC 2), 16=333(LC 1), 16=333(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-113/492, 3-4=-1106/262, 4-5=-1433/393, 5-6=-1223/470, 6-7=-723/423, 7-8=-1154/434 BOT CHORD 18-19=-352/170, 17-18=-553/177, 16-17=-553/177, 15-16=-553/177, 13-15=-185/1015, 11-13=-138/830, 10-11=-73/561 WEBS 3-18=-1717/418, 3-15=-269/1632, 4-15=-830/231, 5-13=-324/255, 6-13=-133/557, 7-11=-63/339, 8-11=-76/309, 2-18=-508/187, 8-10=-1293/316 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) -1-3-8 to 4-0-2, Interior(1) 4-0-2 to 12-5-9, Exterior(2R) 12-5-9 to 27-9-10, Exterior(2E) 27-9-10 to 33-1-4 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 16 except (jt=lb) 19=125, 18=270, 17=247. 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) 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 November 23,2021 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 B21103374 Truss GE02 Truss Type GABLE COMMON Qty 1 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942753 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:25 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-tlu?5YkYvAN80ast086GtT5LJiftI7U7my7KOnyGFwK LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-4=-80, 4-6=-80, 6-7=-80, 7-9=-80, 15-19=-60(F=-40), 10-15=-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 B21103374 Truss GE03 Truss Type GABLE Qty 1 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942754 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-HKa8janRC5ljt1bShGgzV6jqlwiEVTWaTwM_?6yGFwH Scale = 1:72.7 1 2 3 4 5 6 11 10 9 8 7 39 40 41 42 4x6 5x8 5x6 3x4 2x4 3x6 6x8 2x4 4x8 5x6 5x6 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 6-3-6 6-3-6 11-3-8 5-0-2 16-9-8 5-6-0 22-7-0 5-9-8 6-3-6 6-3-6 11-3-8 5-0-2 16-9-8 5-6-0 22-7-0 5-9-8 6-9-312-0-07-4-010.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [2:0-6-0,0-1-12], [4:0-3-8,0-2-0], [5:0-3-0,0-3-0] 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 0.75 0.64 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.22 0.26 0.08 (loc) 9-10 8-9 7 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 195 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-7: 2x4 SPF 2100F 1.8E, 6-8: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 37-38: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-14 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 4-8, 1-11 REACTIONS. (size)7=0-3-8, 11=0-3-8 Max Horz 11=205(LC 10) Max Uplift 7=-278(LC 7), 11=-76(LC 7) Max Grav 7=1530(LC 1), 11=1357(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1311/230, 2-3=-1969/404, 3-4=-1968/404, 4-6=-856/160, 6-7=-1394/291, 1-11=-1318/218 BOT CHORD 10-11=-269/153, 9-10=-305/1129, 8-9=-202/1105 WEBS 2-10=-663/153, 2-9=-261/1440, 3-9=-393/160, 4-9=-337/1418, 4-8=-1377/368, 6-8=-275/1472, 1-10=-97/940 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) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 13-9-5, Interior(1) 13-9-5 to 17-1-10, Exterior(2E) 17-1-10 to 22-5-4 zone;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) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 16% 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) Bearing at joint(s) 7, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 7=278. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 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 November 23,2021 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 B21103374 Truss GE03 Truss Type GABLE Qty 1 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942754 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:28 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-HKa8janRC5ljt1bShGgzV6jqlwiEVTWaTwM_?6yGFwH LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-6=-80, 11-42=-20, 9-42=-60(F=-40), 7-9=-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 B21103374 Truss GE04 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942755 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-Djiu8Fohkj?R6LkqohiRaXoAXjTrzXsswEr54?yGFwF Scale = 1:66.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 28 29 4x6 3x8 4x6 3x8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-11-0 14-11-0 -1-3-8 1-3-8 7-5-12 7-5-12 14-11-0 7-5-4 2-6-1310-0-92-7-512.00 12 Plate Offsets (X,Y)-- [15: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-R 0.74 0.31 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 1 1 15 2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 115 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* 8-21,7-22,9-20: 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 8-21, 7-22, 9-20 REACTIONS.All bearings 14-11-0. (lb) - Max Horz 27=301(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 22, 23, 24, 25, 20, 19, 18, 17 except 27=-536(LC 6), 15=-572(LC 7), 26=-548(LC 7), 16=-471(LC 6) Max Grav All reactions 250 lb or less at joint(s) 22, 23, 24, 25, 20, 19, 18, 17 except 27=605(LC 9), 15=562(LC 8), 21=373(LC 10), 26=549(LC 8), 16=587(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-27=-377/292, 2-3=-287/289, 4-5=-128/336, 5-6=-172/441, 6-7=-224/553, 7-8=-243/583, 8-9=-243/583, 9-10=-224/551, 10-11=-172/426, 11-12=-128/317, 13-14=-274/276, 14-15=-287/286 WEBS 8-21=-709/252 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) -1-3-8 to 4-0-2, Corner(3R) 4-0-2 to 9-5-10, Corner(3E) 9-5-10 to 14-9-4 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) 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) 22, 23, 24, 25, 20, 19, 18, 17 except (jt=lb) 27=536, 15=572, 26=548, 16=471. 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. November 23,2021 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 B21103374 Truss GE05 Truss Type GABLE Qty 1 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942756 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-eIN1mHqZ1dN?zpTPUpG8C9Qg5xVVAu7JcB3lgKyGFwC Scale = 1:68.1 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 18 19 20 21 22 23 24 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 46 47 3x6 4x6 5x6 3x6 5x6 3x6 3x8 3x8 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 3x6 2x4 13-3-8 13-3-8 26-7-0 13-3-8 -1-3-8 1-3-8 10-3-7 10-3-7 16-3-9 6-0-2 26-7-0 10-3-7 30-5-11 3-10-11 1-10-210-5-01-10-27-7-010.00 12 7.00 12 Plate Offsets (X,Y)-- [10:0-4-4,0-2-0], [15:0-4-4,0-2-0], [19:0-3-0,0-1-8], [35:0-3-0,0-0-0] 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-R 0.78 0.25 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.24 0.01 0.19 (loc) 23-24 23-24 25 23-24 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 146 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 19-24: 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 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 10-15. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 26-7-0. (lb) - Max Horz 45=-348(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 33, 34, 36, 37, 39, 40, 41, 42, 43, 32, 31, 30, 28, 27 except 45=-368(LC 6), 35=-128(LC 9), 25=-285(LC 10), 44=-212(LC 7), 29=-120(LC 11), 26=-498(LC 24) Max Grav All reactions 250 lb or less at joint(s) 35, 33, 34, 36, 37, 38, 39, 40, 41, 42, 43, 32, 31, 30, 29, 28, 27 except 45=395(LC 18), 25=1005(LC 24), 44=315(LC 8), 26=293(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-83/275, 6-7=-105/330, 7-8=-126/383, 8-9=-155/457, 9-10=-148/418, 10-11=-127/381, 11-12=-127/381, 12-13=-127/381, 13-14=-131/387, 14-15=-131/387, 15-16=-164/462, 16-17=-146/427, 17-18=-123/363, 18-19=-100/320, 22-23=-405/439, 23-25=-971/737 BOT CHORD 44-45=-285/281 WEBS 22-26=-428/501 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) -1-3-8 to 4-1-13, Exterior(2R) 4-1-13 to 23-9-8, Interior(1) 23-9-8 to 25-2-1, Exterior(2E) 25-2-1 to 30-5-11 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) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 34, 36, 37, 39, 40, 41, 42, 43, 32, 31, 30, 28, 27 except (jt=lb) 45=368, 35=128, 25=285, 44=212, 29=120, 26=498. Continued on page 2 November 23,2021 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 B21103374 Truss GE05 Truss Type GABLE Qty 1 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942756 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:33 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-eIN1mHqZ1dN?zpTPUpG8C9Qg5xVVAu7JcB3lgKyGFwC NOTES- 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 35, 33, 34, 36, 37, 38, 39, 40, 41, 42, 43, 44, 32, 31, 30, 29, 28, 27, 26. 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 B21103374 Truss GE06 Truss Type GABLE COMMON Qty 1 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942757 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-W3dXcfu44suRSQnAjfK5M?bKsYir6cXuXp1zp5yGFw8 Scale = 1:83.9 1 2 3 4 5 6 7 8 19 18 17 15 14 13 12 11 10 9 44 45 46 47 48 49 16 50 5x10 MT18HS 5x10 MT18HS 3x6 4x6 3x8 3x6 3x4 5x8 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-5-3 9-5-3 15-11-0 6-5-13 16-3-6 0-4-6 24-11-0 8-7-10 -1-3-8 1-3-8 4-6-0 4-6-0 9-5-3 4-11-3 16-3-6 6-10-3 21-2-9 4-11-3 24-11-0 3-8-7 27-0-0 2-1-0 2-6-1312-0-03-4-612-0-012.00 12 Plate Offsets (X,Y)-- [4:0-8-4,0-1-12], [5:0-6-8,0-1-4], [17:0-3-0,0-3-0] 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 0.86 0.92 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.53 0.01 0.02 (loc) 18-19 18-19 9 16-18 l/defl >570 >351 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 247 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-19,3-19,7-9,6-9: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 20-22,17-29,31-32,33-34: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 4-15, 5-15, 6-15, 3-19 REACTIONS.All bearings 9-3-8 except (jt=length) 19=0-3-8, 16=0-3-8. (lb) - Max Horz 19=381(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 19, 10, 16 except 15=-123(LC 11), 9=-111(LC 11) Max Grav All reactions 250 lb or less at joint(s) 14, 13, 12, 11, 10 except 15=737(LC 1), 19=1006(LC 25), 9=583(LC 24), 16=915(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-278/222, 3-4=-629/285, 4-5=-89/253, 6-7=-141/289, 2-19=-386/235, 7-9=-333/322 BOT CHORD 18-19=-237/603, 16-18=-149/491, 15-16=-149/491 WEBS 3-18=-197/264, 4-18=-124/745, 4-15=-856/134, 5-15=-500/57, 6-15=-232/250, 3-19=-682/81, 6-9=-269/33 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) -1-3-8 to 4-0-2, Exterior(2R) 4-0-2 to 21-8-6, Exterior(2E) 21-8-6 to 27-0-0 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) The Fabrication Tolerance at joint 4 = 12%, joint 5 = 4% 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 10, 16 except (jt=lb) 15=123, 9=111. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 November 23,2021 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 B21103374 Truss GE06 Truss Type GABLE COMMON Qty 1 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942757 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:37 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-W3dXcfu44suRSQnAjfK5M?bKsYir6cXuXp1zp5yGFw8 NOTES- 13) 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, 2-4=-80, 4-5=-80, 5-7=-80, 7-8=-80, 19-48=-20, 9-48=-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 B21103374 Truss J01 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942758 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-SSlI1KvKcT89hkxZq4MZSQgmRMQhaYpB_7W4uzyGFw6 Scale = 1:34.0 1 2 6 5 3 4 2x4 4x6 3x6 1-6-0 1-6-0 2-10-15 1-4-15 -2-3-10 2-3-10 2-10-15 2-10-15 3-2-16-1-05-3-126-1-012.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.47 0.71 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 0.05 -0.12 (loc) 5 5 3 l/defl >648 >668 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=163(LC 7) Max Uplift 3=-31(LC 10), 4=-164(LC 10) Max Grav 6=420(LC 1), 3=34(LC 6), 4=130(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-596/162 BOT CHORD 5-6=-495/100 WEBS 2-5=-220/1093 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=164. 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. November 23,2021 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 B21103374 Truss J02 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942759 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-xeIgEgwyNnG0JtVlOnuo_eDxAlmwJ?3LDnGdQQyGFw5 Scale = 1:34.0 1 2 6 5 3 4 2x4 4x6 3x6 1-6-0 1-6-0 2-10-15 1-4-15 -2-3-10 2-3-10 2-10-15 2-10-15 3-2-16-1-05-3-126-1-012.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.47 0.71 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 0.05 -0.12 (loc) 5 5 3 l/defl >648 >668 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=163(LC 7) Max Uplift 3=-31(LC 10), 4=-164(LC 10) Max Grav 6=420(LC 1), 3=34(LC 6), 4=130(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-596/162 BOT CHORD 5-6=-495/100 WEBS 2-5=-220/1093 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=164. 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. November 23,2021 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 B21103374 Truss M01 Truss Type Monopitch Qty 1 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942760 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-xeIgEgwyNnG0JtVlOnuo_eDy3luGJ3GLDnGdQQyGFw5 Scale = 1:43.5 1 2 3 5 4 2x4 2x4 4x6 3x4 -2-3-10 2-3-10 4-10-8 4-10-8 3-2-18-0-97-9-10-3-88-0-912.00 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 0.41 0.24 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=227(LC 10) Max Uplift 4=-243(LC 10) Max Grav 5=477(LC 1), 4=251(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-431/87 BOT CHORD 4-5=-562/142 WEBS 2-4=-166/659 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=243. 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. November 23,2021 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 B21103374 Truss MG01 Truss Type Monopitch Girder Qty 2 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942761 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-t1QQfMxDvOWkYBf8VCwG33IEMZakn_Veh5lkVIyGFw3 Scale = 1:43.5 1 2 3 5 4 2x4 2x4 4x6 3x4 -2-3-10 2-3-10 4-10-8 4-10-8 3-2-18-0-97-9-10-3-88-0-912.00 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 0.68 0.24 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=227(LC 8) Max Uplift 4=-230(LC 8) Max Grav 5=723(LC 1), 4=160(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-16/251, 2-5=-677/0 WEBS 2-4=-147/290 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) 4=230. 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) 169 lb down and 25 lb up at -2-3-10 on top 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 Concentrated Loads (lb) Vert: 1=-160(F) November 23,2021 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 B21103374 Truss PB01 Truss Type Piggyback Qty 17 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942762 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-LD_psiyrgiebALEK3wRVcGqXXzzqWTNnvlUH1lyGFw2 Scale = 1:16.9 1 2 3 4 5 6 4x6 2x4 2x4 2x4 6-0-2 6-0-2 3-0-1 3-0-1 6-0-2 3-0-1 0-4-132-4-90-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] 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 0.14 0.05 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (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: 16 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=4-8-15, 4=4-8-15, 6=4-8-15 Max Horz 2=-58(LC 8) Max Uplift 2=-35(LC 10), 4=-41(LC 11) Max Grav 2=176(LC 1), 4=176(LC 1), 6=180(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. November 23,2021 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 B21103374 Truss PB02 Truss Type Piggyback Qty 11 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942763 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-pPYB42zTR0mRoVpWddyk9UNhXNIgFwVw8PErZByGFw1 Scale = 1:22.5 1 2 3 45 6 4x6 2x4 2x4 2x4 6-10-3 6-10-3 3-5-2 3-5-2 6-10-3 3-5-1 0-5-33-3-100-1-80-5-30-1-812.00 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 0.25 0.08 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: 20 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=5-8-13, 4=5-8-13, 6=5-8-13 Max Horz 2=-81(LC 8) Max Uplift 2=-41(LC 11), 4=-45(LC 11) Max Grav 2=212(LC 1), 4=212(LC 1), 6=200(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; 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. November 23,2021 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 B21103374 Truss PB03 Truss Type GABLE Qty 12 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942764 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-E_DJi4?Ljx80fyY5IlWRm6?7VaGYSBxNqNSVAWyGFw_ Scale = 1:68.8 1 2 3 4 5 6 7 11 10 9 8 12 3x6 4x6 3x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 16-3-10 16-3-10 13-4-12 13-4-12 16-3-10 2-10-14 0-4-1311-0-80-1-88-7-70-1-810.00 12 Plate Offsets (X,Y)-- [2:0-1-9,0-1-8] 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 0.53 0.26 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 -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: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 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 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-9 REACTIONS.All bearings 15-8-1. (lb) - Max Horz 2=390(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 9 except 10=-171(LC 10), 11=-225(LC 10) Max Grav All reactions 250 lb or less at joint(s) 8 except 2=355(LC 18), 9=499(LC 17), 10=529(LC 17), 11=627(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-377/300, 3-5=-294/215, 5-6=-254/231, 6-7=-245/273 WEBS 6-9=-322/213, 5-10=-336/228, 3-11=-403/265 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) 0-3-3 to 5-4-12, Interior(1) 5-4-12 to 8-1-3, Exterior(2R) 8-1-3 to 13-4-12, Exterior(2E) 13-4-12 to 16-1-14 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 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) 8, 2, 9 except (jt=lb) 10=171, 11=225. 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. November 23,2021 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 B21103374 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942765 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-ANL47l1cFYOkuGhUQAYvsX4Z0O0EwBsfIhxbEOyGFvy Scale = 1:16.9 1 2 3 4 5 6 4x6 2x4 2x4 2x4 6-0-2 6-0-2 3-0-1 3-0-1 6-0-2 3-0-1 0-4-132-4-90-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] 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 0.14 0.05 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (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: 16 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=4-8-15, 4=4-8-15, 6=4-8-15 Max Horz 2=-58(LC 8) Max Uplift 2=-35(LC 10), 4=-41(LC 11) Max Grav 2=176(LC 1), 4=176(LC 1), 6=180(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) 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, 4. 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. November 23,2021 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 B21103374 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942766 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-eZvSK52E0sWbWQGgzu38Oldf2nIIfcPpWLh9mryGFvx Scale = 1:70.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 3x6 4x6 3x6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-3-10 16-3-10 13-4-12 13-4-12 16-3-10 2-10-14 0-4-1311-0-80-1-88-7-70-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [15: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 0.51 0.26 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 0.00 -0.00 -0.00 (loc) 1 1 15 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 120 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 12-17,11-18,10-19,13-16: 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 14-15, 12-17, 11-18, 10-19, 13-16 REACTIONS.All bearings 15-8-1. (lb) - Max Horz 2=390(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 15, 18, 19, 20, 21, 22, 23, 24, 25, 16 except 2=-122(LC 6), 17=-184(LC 9) Max Grav All reactions 250 lb or less at joint(s) 15, 17, 18, 19, 20, 21, 22, 23, 24, 25, 16 except 2=258(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-400/288, 3-4=-346/245, 4-5=-315/229, 5-6=-291/210, 6-8=-275/206, 8-9=-259/201, 11-12=-222/255, 12-13=-217/253, 13-14=-258/288, 14-15=-241/254 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) 0-3-3 to 5-4-12, Interior(1) 5-4-12 to 8-0-12, Exterior(2R) 8-0-12 to 13-4-12, Exterior(2E) 13-4-12 to 16-1-14 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) 15, 18, 19, 20, 21, 22, 23, 24, 25, 16 except (jt=lb) 2=122, 17=184. 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. November 23,2021 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 B21103374 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942767 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-28baz746JnvANt?Ff0dr0NFGK?Nas_wFDJvpNAyGFvu Scale = 1:22.5 1 2 3 4 5 67 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-10-3 6-10-3 3-5-2 3-5-2 6-10-3 3-5-1 0-5-33-3-100-1-80-5-30-1-812.00 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 0.06 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: 23 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 5-8-13. (lb) - Max Horz 2=-81(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 8 except 10=-100(LC 10) 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, 8 except (jt=lb) 10=100. 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. November 23,2021 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 B21103374 Truss T03 Truss Type PIGGYBACK BASE Qty 5 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942768 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-xvq5oU7dN?PbsVJ0ushnADQp8cZgofer7wt1WxyGFvq Scale = 1:75.6 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 8x8 6x6 2x4 5x6 3x6 3x6 5x8 8x8 4x8 4x10 5x8 3x8 3x6 8x8 6x8 3x6 5-7-14 5-7-14 11-0-5 5-4-6 17-9-3 6-8-15 24-7-6 6-10-3 33-3-0 8-7-10 -1-3-8 1-3-8 5-7-14 5-7-14 11-0-5 5-4-6 13-0-0 1-11-11 17-9-3 4-9-3 24-7-6 6-10-3 30-5-0 5-9-10 33-3-0 2-10-0 1-7-05-3-212-0-03-4-612-0-04.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [6:0-2-4,0-2-12], [7:0-2-8,Edge], [13:0-3-8,0-2-0], [16:0-3-8,0-2-8] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.79 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.43 0.07 0.12 (loc) 13-15 13-15 10 15 l/defl >999 >930 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 184 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-13,6-13,6-11,7-11,2-16,5-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 8-3-11 oc bracing. WEBS 1 Row at midpt 4-15, 5-13, 6-11, 8-10 REACTIONS. (size)17=0-3-8, 10=0-3-8 Max Horz 17=313(LC 7) Max Uplift 17=-196(LC 10), 10=-97(LC 10) Max Grav 17=1800(LC 2), 10=1740(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2732/543, 3-4=-2778/582, 4-5=-3683/826, 5-6=-1861/586, 6-7=-982/464, 7-8=-1516/491, 2-17=-1705/458 BOT CHORD 16-17=-298/194, 15-16=-497/2540, 13-15=-358/2001, 11-13=-98/1251, 10-11=-175/718 WEBS 3-16=-467/161, 4-15=-1883/433, 5-13=-1294/451, 6-13=-288/1332, 6-11=-606/138, 7-11=-104/580, 8-11=-67/443, 2-16=-401/2491, 8-10=-1651/455, 5-15=-396/2203 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) -1-3-8 to 4-0-2, Interior(1) 4-0-2 to 12-5-9, Exterior(2R) 12-5-9 to 27-9-10, Exterior(2E) 27-9-10 to 33-1-4 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) 10 except (jt=lb) 17=196. 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. November 23,2021 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 B21103374 Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942769 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:32:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-tIysDA9tvdfJ5oSP?HjFFeV5HQDXGVB8bEM7apyGFvo Scale = 1:73.9 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 5x10 MT18HS 5x10 MT18HS 3x6 3x4 4x6 3x8 3x6 3x4 5x8 4x8 3x6 9-5-3 9-5-3 15-11-0 6-5-13 16-3-6 0-4-6 24-11-0 8-7-10 -1-3-8 1-3-8 4-6-0 4-6-0 9-5-3 4-11-3 16-3-6 6-10-3 21-2-9 4-11-3 24-11-0 3-8-7 27-0-0 2-1-0 2-6-1312-0-03-4-612-0-012.00 12 Plate Offsets (X,Y)-- [4:0-8-4,0-1-12], [5:0-6-8,0-1-4] 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 0.86 0.89 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.58 0.01 0.35 (loc) 12-13 12-13 9 9-10 l/defl >543 >331 n/a >297 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 150 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* 2-13,3-13,7-9,6-9: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 4-10, 5-10, 6-10 REACTIONS. (size)10=0-3-8, 13=0-3-8, 9=0-3-8 Max Horz 13=381(LC 9) Max Uplift 10=-70(LC 7), 13=-82(LC 10), 9=-76(LC 6) Max Grav 10=1361(LC 2), 13=946(LC 25), 9=622(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281/230, 3-4=-555/268, 4-5=-93/273, 5-6=-162/276, 6-7=-187/366, 2-13=-388/241, 7-9=-368/381 BOT CHORD 12-13=-227/553, 10-12=-159/425 WEBS 3-12=-219/266, 4-12=-107/559, 4-10=-715/108, 5-10=-497/51, 3-13=-591/66 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) -1-3-8 to 4-0-2, Exterior(2R) 4-0-2 to 21-8-6, Exterior(2E) 21-8-6 to 27-0-0 zone; end vertical left and right exposed; porch 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 = 4% 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) 10, 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. November 23,2021 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 B21103374 Truss T05 Truss Type Piggyback Base Qty 4 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942770 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:33:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-Hte_rCBmBY1uyGB_gPHytH7cUdFETsyaHCboB8yGFvl Scale = 1:73.9 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 5x10 MT18HS 5x10 MT18HS 2x4 3x6 3x4 4x6 3x8 3x6 3x4 5x8 4x8 9-5-3 9-5-3 15-11-0 6-5-13 16-3-6 0-4-6 24-11-0 8-7-10 -1-3-8 1-3-8 4-6-0 4-6-0 9-5-3 4-11-3 16-3-6 6-10-3 21-2-9 4-11-3 24-11-0 3-8-7 2-6-1312-0-03-4-612-0-012.00 12 Plate Offsets (X,Y)-- [4:0-8-4,0-1-12], [5:0-6-8,0-1-4] 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 0.86 0.89 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.58 0.01 0.32 (loc) 11-12 11-12 8 8-9 l/defl >543 >331 n/a >323 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 147 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* 2-12,3-12,7-8,6-8: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 4-9, 5-9, 6-9 REACTIONS. (size)9=0-3-8, 12=0-3-8, 8=0-3-8 Max Horz 12=310(LC 7) Max Uplift 9=-115(LC 10), 12=-57(LC 10), 8=-35(LC 6) Max Grav 9=1381(LC 2), 12=945(LC 25), 8=447(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281/228, 3-4=-555/199, 2-12=-388/239 BOT CHORD 11-12=-202/510, 9-11=-112/396 WEBS 3-11=-215/272, 4-11=-112/557, 4-9=-700/137, 5-9=-491/85, 6-9=-267/256, 3-12=-591/35 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) -1-3-8 to 4-0-2, Exterior(2R) 4-0-2 to 19-5-10, Exterior(2E) 19-5-10 to 24-9-4 zone; end vertical left exposed; porch 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 = 4% 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 except (jt=lb) 9=115. 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. November 23,2021 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 B21103374 Truss T06 Truss Type PIGGYBACK BASE Qty 4 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942771 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:33:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-iSJ7UDDeUTPTpjwZMXqfVvl85qOggEl0zApSoTyGFvi Scale = 1:74.3 1 2 3 4 5 6 11 10 9 8 7 12 13 14 5x6 5x10 MT18HS 3x8 4x6 2x4 2x4 3x6 6x8 2x4 3x8 4x6 6-3-6 6-3-6 11-3-8 5-0-2 16-9-8 5-6-0 22-7-0 5-9-8 6-3-6 6-3-6 11-3-8 5-0-2 16-9-8 5-6-0 22-7-0 5-9-8 6-9-312-0-07-4-010.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [2:0-8-0,0-1-12], [4:0-3-8,0-1-8] 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 0.78 0.33 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.15 0.21 0.06 (loc) 9 8-9 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 127 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-7,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-9 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 4-8, 1-11 REACTIONS. (size)7=0-3-8, 11=0-3-8 Max Horz 11=205(LC 10) Max Uplift 7=-211(LC 7), 11=-38(LC 7) Max Grav 7=1115(LC 1), 11=1115(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1047/194, 2-3=-1467/330, 3-4=-1466/330, 4-6=-627/123, 6-7=-1070/239, 1-11=-1070/184 BOT CHORD 10-11=-270/147, 9-10=-280/828, 8-9=-169/771 WEBS 2-10=-569/138, 2-9=-197/1042, 3-9=-396/162, 4-9=-289/1070, 4-8=-1165/334, 6-8=-212/1079, 1-10=-61/719 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) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 13-9-5, Interior(1) 13-9-5 to 17-1-10, Exterior(2E) 17-1-10 to 22-5-4 zone;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 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. 7) Bearing at joint(s) 7, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 7=211. 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. November 23,2021 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 B21103374 Truss T07 Truss Type Piggyback Base Qty 2 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942772 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:33:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-aDZeKbG9YhwuILDKbNvbflvp5Smjc5JcuoofxEyGFve Scale = 1:73.7 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 6x6 4x8 3x6 3x6 2x4 3x6 7x16 MT18HS 3x8 3x6 6x8 2x4 3x6 4x6 5-5-12 5-5-12 5-7-8 0-1-12 11-7-6 5-11-14 16-7-8 5-0-2 22-1-8 5-6-0 27-11-0 5-9-8 5-7-8 5-7-8 11-7-6 5-11-14 16-7-8 5-0-2 22-1-8 5-6-0 27-11-0 5-9-8 2-3-1412-0-07-4-010.00 12 8.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-2-0], [12:1-2-4,0-2-4] 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 0.77 0.32 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.12 0.16 0.05 (loc) 10 9-10 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 148 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 7-8,7-9: 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 (5-4-4 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 2-12, 3-11, 6-9 REACTIONS. (size)8=0-3-8, 13=0-3-8, 12=0-3-8 Max Horz 13=354(LC 10) Max Uplift 8=-174(LC 7), 13=-388(LC 1), 12=-307(LC 7) Max Grav 8=943(LC 1), 13=239(LC 7), 12=2207(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-274/821, 2-3=-592/123, 3-4=-1033/258, 4-6=-1032/259, 6-7=-506/97, 7-8=-899/202, 1-13=-235/440 BOT CHORD 12-13=-385/208, 11-12=-594/125, 10-11=-209/392, 9-10=-138/626 WEBS 2-12=-1570/417, 2-11=-95/866, 3-11=-747/168, 3-10=-179/955, 4-10=-415/159, 6-10=-225/671, 6-9=-913/280, 7-9=-167/869, 1-12=-586/318 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) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 19-1-5, Interior(1) 19-1-5 to 22-5-10, Exterior(2E) 22-5-10 to 27-9-4 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) 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) Bearing at joint(s) 8 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) 8=174, 13=388, 12=307. 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. November 23,2021 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 B21103374 Truss T08 Truss Type PIGGYBACK BASE Qty 6 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942773 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:33:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-XcgOkHIP4JAcXeNjiox3lA?71FQK4wGvL6Hm?7yGFvc Scale = 1:68.6 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 4x6 4x8 3x6 4x8 3x4 3x4 5x8 3x6 3x6 6x8 2x4 4x8 5x6 5-7-8 5-7-8 11-7-6 5-11-14 16-7-8 5-0-2 22-1-8 5-6-0 27-11-0 5-9-8 5-7-8 5-7-8 11-7-6 5-11-14 16-7-8 5-0-2 22-1-8 5-6-0 27-11-0 5-9-8 2-3-1412-0-07-4-010.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-6-0,0-1-12], [6:0-3-8,0-2-0], [12:0-6-4,0-2-4] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.94 0.44 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.24 0.29 0.10 (loc) 10 10 8 10 l/defl >999 >999 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 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 7-8,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-9 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing. WEBS 1 Row at midpt 6-9 2 Rows at 1/3 pts 7-8 REACTIONS. (size)8=0-3-8, 13=0-3-8 Max Horz 13=354(LC 10) Max Uplift 8=-235(LC 7), 13=-44(LC 10) Max Grav 8=1381(LC 1), 13=1381(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1365/117, 2-3=-1788/338, 3-4=-2150/463, 4-6=-2149/464, 6-7=-814/140, 7-8=-1337/263, 1-13=-1326/89 BOT CHORD 12-13=-381/209, 11-12=-435/1173, 10-11=-414/1498, 9-10=-189/996 WEBS 2-12=-871/290, 2-11=-76/315, 3-10=-213/1209, 4-10=-400/160, 6-10=-414/1701, 6-9=-1555/369, 7-9=-241/1404, 1-12=0/979 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) 0-1-12 to 5-5-12, Exterior(2R) 5-5-12 to 19-1-5, Interior(1) 19-1-5 to 22-5-10, Exterior(2E) 22-5-10 to 27-9-4 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) 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) 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) 13 except (jt=lb) 8=235. 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. November 23,2021 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 B21103374 Truss T09 Truss Type COMMON Qty 5 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942774 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:33:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-xBMXNIKHNEYBO66HNwVmMpdhpTU9HTUL24VQcSyGFvZ Scale = 1:58.0 1 2 3 6 5 4 7 8 6x8 4x6 6x8 2x4 2x4 3x8 6-6-8 6-6-8 13-1-0 6-6-8 6-6-8 6-6-8 13-1-0 6-6-8 3-2-19-8-93-2-112.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7], [3:0-3-8,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 0.71 0.31 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 -0.00 -0.01 (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: 65 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-5 REACTIONS. (size)6=0-3-8, 4=0-3-8 Max Horz 6=274(LC 9) Max Uplift 6=-61(LC 11), 4=-61(LC 10) Max Grav 6=640(LC 1), 4=640(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-524/173, 2-3=-524/173, 1-6=-582/137, 3-4=-582/137 BOT CHORD 5-6=-261/272 WEBS 1-5=-76/280, 3-5=-77/281 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 7-7-10, Exterior(2E) 7-7-10 to 12-11-4 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) 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) 6, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 23,2021 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 B21103374 Truss T10 Truss Type COMMON Qty 3 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942775 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:33:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-tZUHo_MYuroveQGgVLXESEi73G7plG?eVO_XhKyGFvX Scale = 1:62.5 1 2 3 4 5 6 7 10 9 8 11 12 4x6 3x8 3x4 3x4 3x4 3x6 3x4 3x6 7-11-8 7-11-8 15-11-0 7-11-8 -1-3-8 1-3-8 3-0-0 3-0-0 7-11-8 4-11-8 12-11-0 4-11-8 15-11-0 3-0-0 17-2-8 1-3-8 2-6-1310-6-52-6-1312.00 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 0.34 0.49 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.16 0.01 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >999 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 No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-9: 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 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 8=0-3-8 Max Horz 10=-325(LC 8) Max Uplift 10=-80(LC 11), 8=-80(LC 10) Max Grav 10=896(LC 1), 8=896(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-593/233, 4-5=-593/233 BOT CHORD 9-10=-169/470, 8-9=-2/344 WEBS 4-9=-160/330, 3-10=-705/53, 5-8=-705/53 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) -1-3-8 to 4-0-2, Exterior(2R) 4-0-2 to 11-10-14, Exterior(2E) 11-10-14 to 17-2-8 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) 10, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 23,2021 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 B21103374 Truss T11 Truss Type COMMON Qty 11 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942776 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:33:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-mLjodMP2y4IL61ZRkBcAc4tq0tVgh4kDQ?ykq5yGFvT Scale = 1:59.6 1 2 3 4 5 6 9 8 7 10 11 4x6 2x4 3x8 3x4 3x4 3x4 3x6 3x6 7-5-12 7-5-12 14-11-0 7-5-4 -1-3-8 1-3-8 3-0-0 3-0-0 7-5-12 4-5-12 11-11-8 4-5-12 14-11-0 2-11-8 2-6-1310-0-92-7-512.00 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 0.28 0.43 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 0.01 0.01 (loc) 8-9 8-9 7 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 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* 4-8: 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. REACTIONS. (size)9=0-3-8, 7=0-3-8 Max Horz 9=-265(LC 8) Max Uplift 9=-75(LC 11), 7=-76(LC 10) Max Grav 9=852(LC 1), 7=726(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-546/216, 4-5=-548/222 BOT CHORD 8-9=-136/401, 7-8=-57/325 WEBS 4-8=-151/314, 3-9=-646/37, 5-7=-648/137 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) -1-3-8 to 4-0-2, Exterior(2R) 4-0-2 to 9-5-10, Exterior(2E) 9-5-10 to 14-9-4 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) 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) 9, 7. 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. November 23,2021 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 B21103374 Truss T12 Truss Type Common Qty 1 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942777 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:33:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-ijrY21QIUhZ2MLjqrceehVy9?hCX948WtJRru_yGFvR Scale = 1:58.0 1 2 3 4 7 6 5 8 9 5x6 8x8 2x4 2x4 3x8 8x8 6-6-8 6-6-8 13-1-0 6-6-8 -2-3-10 2-3-10 6-6-8 6-6-8 13-1-0 6-6-8 3-2-19-8-93-2-112.00 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 0.38 0.34 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 -0.00 0.00 (loc) 5-6 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS. (size)7=0-3-8, 5=0-3-8 Max Horz 7=311(LC 7) Max Uplift 7=-82(LC 10), 5=-66(LC 10) Max Grav 7=854(LC 1), 5=622(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-526/200, 3-4=-505/191, 2-7=-799/250, 4-5=-567/164 BOT CHORD 6-7=-289/271 WEBS 2-6=-63/325, 4-6=-71/281 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) -2-3-10 to 3-0-0, Exterior(2R) 3-0-0 to 7-7-14, Exterior(2E) 7-7-14 to 12-11-7 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) 7, 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 23,2021 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 B21103374 Truss T13 Truss Type Piggyback Base Qty 17 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942778 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:33:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-AvPwGNRxF?hvzUI0PJ9tEiVC45THuKBg6zBPQQyGFvQ Scale = 1:67.4 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 8x14 MT18HS 10x16 MT18HS 5x8 3x4 6x8 3x4 3x6 4x10 3x6 3x6 8x8 4x8 10x10 5-1-0 5-1-0 10-3-7 5-2-7 13-3-8 3-0-1 16-3-9 3-0-1 21-6-0 5-2-7 26-7-0 5-1-0 -1-3-8 1-3-8 5-1-0 5-1-0 10-3-7 5-2-7 16-3-9 6-0-2 21-6-0 5-2-7 26-7-0 5-1-0 30-5-11 3-10-11 1-10-210-5-01-10-27-7-010.00 12 7.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-8], [4:1-0-0,0-1-12], [5:1-2-0,0-1-12], [6:0-2-8,Edge], [7:0-3-8,Edge], [14:0-3-0,0-2-0] 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 0.87 0.62 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.37 0.51 0.10 (loc) 12 12 9 12 l/defl >999 >852 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 132 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 2100F 1.8E, 6-8: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-6-10 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)15=0-3-8, 9=0-3-8 Max Horz 15=-347(LC 8) Max Uplift 15=-122(LC 10), 9=-190(LC 11) Max Grav 15=1408(LC 1), 9=1659(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2467/200, 3-4=-2610/171, 4-5=-3207/147, 5-6=-2587/39, 6-7=-2413/11, 2-15=-1389/203, 7-9=-1577/271 BOT CHORD 14-15=-369/439, 13-14=-325/2195, 12-13=-219/2196, 11-12=-44/2163, 10-11=0/1978 WEBS 3-14=-502/78, 3-13=-94/309, 4-12=0/1703, 5-12=-176/1740, 6-11=-232/340, 6-10=-451/34, 2-14=-22/1792, 7-10=0/1826 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) -1-3-8 to 4-0-2, Exterior(2R) 4-0-2 to 23-9-8, Interior(1) 23-9-8 to 25-2-1, Exterior(2E) 25-2-1 to 30-5-11 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 5 = 16% 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) Bearing at joint(s) 15, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=122, 9=190. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 23,2021 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 B21103374 Truss T15 Truss Type SCISSORS Qty 4 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942779 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:33:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-e6zJTjSZ0IpmbetCz1g6mw1Q8VqrdpRpLdwyztyGFvP Scale = 1:70.6 1 2 3 4 5 6 7 12 11 10 9 8 5x8 4x6 3x6 3x4 3x4 8x8 3x6 3x12 3x6 3x12 5x8 5-9-8 5-9-8 11-3-8 5-6-0 16-9-8 5-6-0 22-7-0 5-9-8 5-9-8 5-9-8 11-3-8 5-6-0 16-9-8 5-6-0 22-7-0 5-9-8 23-10-8 1-3-8 2-3-1411-8-132-3-147-4-010.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-8], [6:0-3-4,0-1-8] 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 0.59 0.54 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.28 0.41 0.08 (loc) 10 10-11 8 10-11 l/defl >999 >953 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 103 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* 3-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-3-8 oc bracing. REACTIONS. (size)12=0-3-8, 8=0-3-8 Max Horz 12=-339(LC 6) Max Uplift 12=-85(LC 10), 8=-114(LC 11) Max Grav 12=1111(LC 1), 8=1233(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2197/237, 2-3=-2186/68, 3-4=-2184/106, 4-6=-2183/122, 1-12=-1094/181, 6-8=-1215/174 BOT CHORD 11-12=-393/446, 10-11=-311/2155, 9-10=0/1916 WEBS 3-10=-31/2278, 4-10=-324/414, 4-9=-467/68, 2-10=-222/341, 2-11=-474/110, 1-11=-81/1591, 6-9=0/1574 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 5-9-8, Exterior(2R) 5-9-8 to 16-9-8, Interior(1) 16-9-8 to 18-6-14, Exterior(2E) 18-6-14 to 23-10-8 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) Bearing at joint(s) 12, 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) 12 except (jt=lb) 8=114. 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. November 23,2021 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 B21103374 Truss TG02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 McKenzie 325 Northvale Job Reference (optional) I48942780 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:33:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-aU43uPTpYw3Uqy0b4SiarL6pyIb85hH6oxP31lyGFvN Scale = 1:15.6 1 2 3 6 5 478910 3x4 4x8 3x4 10x16 2x4 4x8 3-10-8 3-10-8 7-9-0 3-10-8 3-10-8 3-10-8 7-9-0 3-10-8 2-3-5LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.23 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.06 0.00 0.02 (loc) 4-5 4-5 4 5 l/defl >999 >999 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 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud 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=Mechanical, 4=Mechanical Max Uplift 6=-285(LC 4), 4=-280(LC 4) Max Grav 6=2823(LC 1), 4=2755(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1759/193, 1-2=-3322/327, 2-3=-3322/327, 3-4=-1759/193 WEBS 1-5=-349/3567, 3-5=-349/3568 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 0-8-0 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; porch 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=285, 4=280. 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) 1016 lb down and 90 lb up at 1-1-12, 1016 lb down and 90 lb up at 2-5-12, 1016 lb down and 90 lb up at 3-9-12, and 1016 lb down and 90 lb up at 5-1-12, and 1016 lb down and 90 lb up at 6-5-12 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 Uniform Loads (plf) Vert: 1-3=-53, 4-6=-13 Continued on page 2 November 23,2021 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 B21103374 Truss TG02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 McKenzie 325 Northvale Job Reference (optional) I48942780 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:33:26 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-aU43uPTpYw3Uqy0b4SiarL6pyIb85hH6oxP31lyGFvN LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-1016(B) 7=-1016(B) 8=-1016(B) 9=-1016(B) 10=-1016(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 B21103374 Truss TG03 Truss Type Monopitch Girder Qty 1 Ply 2 McKenzie 325 Northvale Job Reference (optional) I48942781 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:33:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-3heR5lURJDBLS6bne9EpOYf?nipmqN7F1b9caByGFvM Scale = 1:42.1 1 2 4 3 5 6 3x6 2x4 4x6 2x4 5-7-8 5-7-8 5-7-8 5-7-8 2-3-147-0-210.00 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 0.38 0.72 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 -0.00 0.04 (loc) 3-4 3-4 3 3-4 l/defl >999 >591 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=0-3-8, 4=0-3-8 Max Horz 4=150(LC 8) Max Uplift 3=-285(LC 8), 4=-96(LC 4) Max Grav 3=1127(LC 1), 4=1531(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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 exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) 4 except (jt=lb) 3=285. 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) 713 lb down and 88 lb up at 0-1-12, and 706 lb down and 96 lb up at 2-4-12, and 706 lb down and 96 lb up at 4-4-12 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 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-20 Concentrated Loads (lb) Vert: 4=-713(F) 5=-706(F) 6=-706(F) November 23,2021 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 B21103374 Truss TG04 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 325 Northvale Job Reference (optional) I48942782 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:33:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-XtCpJ5V34XJC4GA_Ctl2xlCA46JdZo3PGFuA6eyGFvL Scale: 1/4"=1' 1 2 3 4 5 6 10 9 8 711 5x8 5x6 3x12 3x12 3x4 5x6 5x6 3x8 4-10-8 4-10-8 8-2-8 3-4-0 13-1-0 4-10-8 -2-3-10 2-3-10 4-10-8 4-10-8 8-2-8 3-4-0 13-1-0 4-10-8 15-4-10 2-3-10 3-2-18-0-93-2-18-0-912.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-6-4,0-1-12], [4:0-4-4,0-1-12], [5:0-3-0,0-1-12] 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 0.34 0.10 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.01 -0.00 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 204 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-4: 2x4 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, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=288(LC 28) Max Uplift 10=-980(LC 8), 7=-995(LC 9) Max Grav 10=1461(LC 35), 7=1464(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-16/251, 2-3=-928/881, 3-4=-557/693, 4-5=-944/908, 5-6=-16/251, 2-10=-1420/1000, 5-7=-1430/1027 BOT CHORD 9-10=-289/235, 8-9=-704/629 WEBS 3-9=-536/484, 4-8=-603/505, 2-9=-696/715, 5-8=-716/735 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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 and right 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=980, 7=995. 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) 169 lb down and 25 lb up at -2-3-10, and 169 lb down and 25 lb up at 15-4-10 on top chord, and 560 lb down and 766 lb up at 4-10-8, and 212 lb down and 263 lb up at 6-11-4, and 560 lb down and 766 lb up at 8-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 November 23,2021 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 B21103374 Truss TG04 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 325 Northvale Job Reference (optional) I48942782 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:33:28 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-XtCpJ5V34XJC4GA_Ctl2xlCA46JdZo3PGFuA6eyGFvL 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, 3-4=-80, 4-5=-80, 5-6=-80, 7-10=-20 Concentrated Loads (lb) Vert: 1=-160(F) 6=-160(F) 9=-267 8=-267 11=-156 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103374 Truss V01 Truss Type Valley Qty 1 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942783 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:33:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-?3mBWRWhqrR3hPlAmaGHTzkMvWdNIGKYUveje4yGFvK Scale = 1:37.2 1 2 3 5 42x4 2x4 2x4 2x4 2x4 6-3-2 6-3-2 0-0-46-3-212.00 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 0.27 0.20 0.12 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: 23 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. (size)1=6-2-14, 4=6-2-14, 5=6-2-14 Max Horz 1=230(LC 10) Max Uplift 1=-59(LC 8), 4=-91(LC 10), 5=-210(LC 10) Max Grav 1=210(LC 10), 4=174(LC 17), 5=403(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-309/301 WEBS 2-5=-359/263 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) 1, 4 except (jt=lb) 5=210. 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. November 23,2021 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 B21103374 Truss V02 Truss Type Valley Qty 1 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942784 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:33:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-TGKaknXKb8ZwJZKMJHnW0AHNLvwt1kVijZNGAWyGFvJ Scale = 1:26.0 1 2 32x4 2x4 2x4 4-7-2 4-7-2 0-0-44-7-212.00 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 0.93 0.37 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 4-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-6-14, 3=4-6-14 Max Horz 1=164(LC 10) Max Uplift 3=-114(LC 10) Max Grav 1=205(LC 1), 3=218(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=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. November 23,2021 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 B21103374 Truss V03 Truss Type Valley Qty 1 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942785 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:33:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-TGKaknXKb8ZwJZKMJHnW0AHX_v_o1kVijZNGAWyGFvJ Scale = 1:17.7 1 2 3 2x4 2x4 2x4 2-11-2 2-11-2 0-0-42-11-212.00 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 0.12 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: 9 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 2-11-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-10-14, 3=2-10-14 Max Horz 1=97(LC 10) Max Uplift 3=-68(LC 10) Max Grav 1=121(LC 1), 3=129(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. November 23,2021 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 B21103374 Truss V04 Truss Type Valley Qty 1 Ply 1 McKenzie 325 Northvale Job Reference (optional) I48942786 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 15:33:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sb9hViniWeqCg8zjqC2Kf3yGJ3T-xSuyx6XyMShnxjvZt?IlYOqm7JLkmBlryD7qjzyGFvI Scale = 1:9.2 1 2 3 2x4 2x4 2x4 1-3-2 1-3-2 0-0-41-3-212.00 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 0.03 0.01 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: 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 1-3-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-2-14, 3=1-2-14 Max Horz 1=30(LC 10) Max Uplift 3=-21(LC 10) Max Grav 1=38(LC 1), 3=41(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. November 23,2021 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