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HomeMy WebLinkAbout24GO - Trusses16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). June 18,2021 Liu, Xuegang Pages or sheets covered by this seal: I46632551 thru I46632602 My license renewal date for the state of Indiana is July 31, 2022. B21101740 Wedgewood 24 Gray Oaks 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 B21101740 Truss AT01 Truss Type Attic Qty 8 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632551 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:18:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-5HIhIKYNNqNmRV7uG9mx_fimrqEPOTP91ayMhsz5KD2 Scale = 1:108.7 12 3 4 5 6 7 89 10 11 12 13 14 15 16 17 18 29 28 27 26 25 24 23 22 21 20 19 30 31 32 33 34 35 36 37 4x6 6x8 5x6 6x6 4x8 4x6 6x8 8x8 5x6 4x8 2x4 2x4 4x6 4x6 6x8 2x4 4x8 12x12 8x10 8x10 4x6 2x4 8x10 4x6 3x6 5x8 3x4 2x4 3x6 10-0-08-1-147-0-11 7-0-11 12-2-12 5-2-1 13-9-8 1-6-12 15-2-0 1-4-8 21-1-8 5-11-8 28-5-8 7-4-0 29-9-8 1-4-0 29-10-0 0-0-8 31-2-4 1-4-4 41-5-12 10-3-8 46-2-13 4-9-1 51-3-0 5-0-3 -1-2-8 1-2-8 7-0-11 7-0-11 13-9-8 6-8-13 15-2-0 1-4-8 21-9-12 6-7-12 28-5-8 6-7-12 29-10-0 1-4-8 31-2-4 1-4-4 34-7-0 3-4-12 38-1-13 3-6-12 39-0-7 0-10-11 41-5-12 2-5-5 46-2-13 4-9-1 51-3-0 5-0-3 52-5-8 1-2-8 0-9-910-10-1412-0-00-10-111-1-25-3-41-1-212-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [6:0-4-4,0-3-0], [20:0-4-12,Edge], [21:0-3-8,0-8-0], [23:0-3-4,0-4-12], [24:0-4-0,0-3-8], [27:0-4-4,0-3-8], [30:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.90 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.52 0.10 0.20 (loc) 20 20 17 19-20 l/defl >999 >490 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 383 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 12-15: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 *Except* 10-22: 2x4 SPF No.2, 20-22: 2x10 SP No.1 17-20: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 8-23,23-30,11-21,13-30: 2x4 SPF No.2, 14-20: 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins, except 2-0-0 oc purlins (5-6-1 max.): 6-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-3-9 oc bracing: 22-23 6-0-0 oc bracing: 21-22 8-9-11 oc bracing: 20-21. WEBS 1 Row at midpt 3-28, 5-27, 6-26, 8-24, 8-23, 23-30 JOINTS 1 Brace at Jt(s): 30, 31 REACTIONS.All bearings 0-5-8 except (jt=length) 2=0-10-0. (lb) - Max Horz 2=294(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2 except 28=-145(LC 10), 23=-210(LC 7), 17=-203(LC 11) Max Grav All reactions 250 lb or less at joint(s) except 2=959(LC 1), 28=926(LC 1), 23=1477(LC 26), 17=1764(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1197/177, 3-5=-945/250, 5-6=-979/297, 6-7=-1478/228, 7-8=-1500/236, 8-10=-1200/423, 10-11=-334/294, 11-12=-265/225, 12-13=-432/219, 13-14=-1664/353, 14-16=-2069/239, 16-17=-2612/259 BOT CHORD 2-29=-60/949, 28-29=-59/950, 27-28=0/370, 26-27=0/765, 25-26=0/870, 24-25=0/1155, 23-24=0/1011, 22-23=-1727/0, 10-23=-216/870, 20-21=0/1499, 19-20=-105/2005, 17-19=-105/2006 WEBS 3-28=-817/193, 3-27=-34/452, 5-27=-837/45, 5-26=0/538, 6-26=-485/51, 6-25=0/1123, 7-25=-457/208, 8-25=-174/856, 8-24=-386/13, 8-23=-341/470, 21-23=0/1972, 23-30=-2891/23, 21-30=0/1502, 11-30=-65/432, 14-20=0/579, 16-20=-653/189, 30-31=-1340/138, 13-31=-1362/201, 16-19=0/356, 11-31=-119/268, 10-30=-2128/315 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) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 7-8-0, Exterior(2R) 7-8-0 to 22-7-15, Interior(1) 22-7-15 to 27-1-1, Exterior(2R) 27-1-1 to 42-1-0, Interior(1) 42-1-0 to 47-1-14, Exterior(2E) 47-1-14 to 52-5-8 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 13-14, 30-31, 13-31; Wall dead load (5.0psf) on member(s).21-30, 14-20Continued on page 2 June 18,2021 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 B21101740 Truss AT01 Truss Type Attic Qty 8 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632551 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:18:52 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-ZTs3VgZ?88Vd3fi4psHAXtFxaEZe7wfIGEhvDIz5KD1 NOTES- 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 20-21 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 28=145, 23=210, 17=203. 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) Attic room checked for L/360 deflection. 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 B21101740 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632552 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:18:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-Ws_pwMbFfllLIyrTxHJecIKLy2QpbxXbjYA0IBz5KD? Scale = 1:51.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 2625 24 23 22 21 20 19 18 34 35 3x6 3x6 4x6 3x6 3x6 3x6 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 17-11-017-11-0 -1-2-8 1-2-8 8-11-8 8-11-8 17-11-0 8-11-8 19-1-8 1-2-8 2-2-118-2-62-2-118.00 12 Plate Offsets (X,Y)-- [26:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.46 0.22 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.00 (loc) 17 17 18 17 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 113 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 17-11-0. (lb) - Max Horz 33=-248(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 27, 28, 29, 30, 31, 24, 23, 22, 21, 20 except 33=-318(LC 6), 18=-303(LC 7), 32=-303(LC 7), 19=-291(LC 6) Max Grav All reactions 250 lb or less at joint(s) 25, 27, 28, 29, 30, 31, 24, 23, 22, 21, 20 except 33=354(LC 9), 18=342(LC 17), 32=362(LC 8), 19=349(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-97/272, 6-7=-120/320, 7-8=-148/376, 8-9=-158/394, 9-10=-158/394, 10-11=-148/376, 11-12=-120/320, 12-13=-97/272 WEBS 9-25=-336/95 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) -1-2-8 to 4-1-2, Corner(3R) 4-1-2 to 13-9-14, Corner(3E) 13-9-14 to 19-1-8 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) 27, 28, 29, 30, 31, 24, 23, 22, 21, 20 except (jt=lb) 33=318, 18=303, 32=303, 19=291. 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. June 18,2021 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 B21101740 Truss GE02 Truss Type Common Structural Gable Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632553 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:18:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-_2XB7ibtQ3tBw6QfV?rt8VtWVRiuKMUkyCwZqdz5KD_ Scale = 1:56.8 1 2 3 4 5 6 7 8 16 15 13 12 11 9 36 37 14 38 39 10 4x6 3x6 3x6 3x8 3x4 2x4 3x6 3x4 3x4 3x6 10x10 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2-2-02-2-0 9-11-87-9-8 15-10-05-10-8 19-9-03-11-0 21-11-02-2-0 -1-2-8 1-2-8 5-1-0 5-1-0 9-11-8 4-10-8 15-10-0 5-10-8 21-11-0 6-1-0 23-1-8 1-2-8 2-2-118-10-60-10-118.00 12 Plate Offsets (X,Y)-- [9:Edge,0-8-2], [26:0-1-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.48 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 0.02 0.03 (loc) 12-14 12-14 9 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-16: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 2-16,7-9: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16 REACTIONS.All bearings 2-5-8 except (jt=length) 14=0-3-8, 10=0-3-8. (lb) - Max Horz 16=-267(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 16=-180(LC 10), 9=-170(LC 11), 15=-792(LC 16) Max Grav All reactions 250 lb or less at joint(s) 10 except 16=861(LC 17), 9=894(LC 18), 14=1031(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-764/245, 4-5=-780/239, 5-7=-1091/212, 2-16=-263/179, 7-9=-881/213 BOT CHORD 15-16=-121/722, 14-15=-121/722, 12-14=-121/722, 11-12=-34/850 WEBS 4-12=-120/497, 5-12=-433/214, 3-16=-852/82, 7-11=-18/706 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) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 4-7-14, Exterior(2R) 4-7-14 to 15-3-2, Interior(1) 15-3-2 to 17-9-14, Exterior(2E) 17-9-14 to 23-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 180 lb uplift at joint 16, 170 lb uplift at joint 9 and 792 lb uplift at joint 15. 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. June 18,2021 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 B21101740 Truss GE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632554 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-ZlOU3Umf7MeCbGVLJx59jSSsZ4NXcdKoANJIJpz5KCm Scale = 1:110.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 37 36 35 34 3332 31 30 29 28 27 26 25 242322 21 20 19 38 39 93 94 95 96 97 98 4x6 6x8 6x6 4x8 4x6 6x8 8x8 5x6 4x8 4x6 4x6 6x8 8x16 12x12 8x10 8x10 4x6 8x10 4x6 3x6 5x8 3x4 3x6 3x4 3x4 3x4 3x4 3x4 3x4 10-0-08-1-147-0-11 7-0-11 12-2-12 5-2-1 12-5-8 0-2-12 13-9-8 1-4-0 15-2-0 1-4-8 21-1-8 5-11-8 28-5-8 7-4-0 29-1-8 0-8-0 29-9-8 0-8-0 29-10-0 0-0-8 31-2-4 1-4-4 41-5-12 10-3-8 46-2-13 4-9-1 51-3-0 5-0-3 -1-2-8 1-2-8 7-0-11 7-0-11 13-9-8 6-8-13 15-2-0 1-4-8 21-9-12 6-7-12 28-5-8 6-7-12 29-10-0 1-4-8 31-2-4 1-4-4 34-7-0 3-4-12 38-1-13 3-6-12 39-0-7 0-10-11 41-5-12 2-5-5 46-2-13 4-9-1 51-3-0 5-0-3 52-5-8 1-2-8 0-9-910-10-1412-0-00-10-111-1-25-3-41-1-212-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [6:0-4-4,0-3-0], [8:0-8-0,0-5-0], [20:0-4-12,Edge], [21:0-3-8,0-8-0], [23:0-2-12,0-4-12], [25:0-4-0,0-3-8], [28:0-4-4,0-3-8], [38:0-4-4,0-2-0], [45:0-1-4,0-0-8], [46:0-1-4,0-0-8], [49:0-1-4,0-0-8], [52:0-1-4,0-0-8], [57:0-1-12,0-1-0], [60:0-1-12,0-1-0], [63:0-1-12,0-1-0], [92:0-1-11,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.91 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.51 0.09 0.20 (loc) 20 20 17 19-20 l/defl >999 >495 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 534 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 12-15: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 *Except* 10-22: 2x4 SPF No.2, 20-22: 2x10 SP No.1 17-20: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 8-23,23-38,11-21,13-38: 2x4 SPF No.2, 14-20: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 41-42,66-67,71-72: 2x4 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except 2-0-0 oc purlins (5-4-15 max.): 6-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-1-10 oc bracing: 22-23 6-0-0 oc bracing: 21-22 8-9-4 oc bracing: 20-21. WEBS 1 Row at midpt 5-28, 6-27, 8-25, 8-23, 23-38 JOINTS 1 Brace at Jt(s): 38, 39 REACTIONS.All bearings 12-5-8 except (jt=length) 25=1-4-0, 25=1-4-0, 23=1-4-0, 23=1-4-0, 17=0-5-8, 24=1-4-0. (lb) - Max Horz 2=294(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 32, 36, 37 except 25=-182(LC 7), 33=-146(LC 10), 29=-160(LC 10), 17=-203(LC 11), 24=-510(LC 16), 30=-249(LC 1) Max Grav All reactions 250 lb or less at joint(s) 30, 31, 32, 34, 35, 36, 37 except 2=480(LC 19), 25=479(LC 24), 25=328(LC 1), 33=793(LC 1), 29=605(LC 1), 29=605(LC 1), 23=1660(LC 2), 23=1386(LC 1), 17=1779(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-650/190, 3-5=-955/244, 5-6=-989/286, 6-7=-1522/234, 7-8=-1545/243, 8-10=-1238/425, 10-11=-375/293, 11-12=-285/225, 12-13=-457/218, 13-14=-1692/354, 14-16=-2097/240, 16-17=-2636/260 BOT CHORD 2-37=-35/445, 36-37=-35/445, 35-36=-35/445, 34-35=-35/445, 33-34=-35/445, 32-33=-35/442, 31-32=-35/442, 30-31=-35/442, 29-30=-35/442, 28-29=0/284, 27-28=0/752, 26-27=0/869, 25-26=0/1216, 24-25=0/1067, 23-24=0/1064, 22-23=-1739/0, 10-23=-204/851, 20-21=0/1523, 19-20=-105/2024, 17-19=-105/2025 WEBS 3-33=-765/144, 3-28=-24/557, 5-28=-811/50, 5-27=0/527, 6-27=-507/46, 6-26=-4/1160, 7-26=-454/208, 8-26=-166/835, 8-25=-424/115, 8-23=-109/357, 21-23=0/2091, 23-38=-2803/15, 21-38=0/1451, 11-38=-72/451, 14-20=0/578, 16-20=-647/189, 38-39=-1324/140, 13-39=-1366/203, 16-19=0/355, 10-38=-2120/322 NOTES- 1) Unbalanced roof live loads have been considered for this design. Continued on page 2 June 18,2021 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 B21101740 Truss GE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632554 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:09 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-ZlOU3Umf7MeCbGVLJx59jSSsZ4NXcdKoANJIJpz5KCm NOTES- 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) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 7-8-0, Exterior(2R) 7-8-0 to 22-7-15, Interior(1) 22-7-15 to 27-1-1, Exterior(2R) 27-1-1 to 42-1-0, Interior(1) 42-1-0 to 47-1-14, Exterior(2E) 47-1-14 to 52-5-8 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) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 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) Ceiling dead load (5.0 psf) on member(s). 13-14, 38-39, 13-39; Wall dead load (5.0psf) on member(s).21-38, 14-20 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 20-21 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 32, 36, 37 except (jt=lb) 25=182, 33=146, 29=160, 17=203, 24=510, 30=249. 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. 14) Attic room checked for L/360 deflection. 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 B21101740 Truss GE05 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632555 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-SWd?vspABb8e4to6Yn95tIdY4iv1YdOO5?HWSaz5KCi Scale = 1:51.8 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 4x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-11-811-11-8 -1-2-8 1-2-8 11-11-8 11-11-8 0-9-98-9-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.65 0.23 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 1 1 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 12-13: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-13 REACTIONS.All bearings 11-11-8. (lb) - Max Horz 22=334(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 22, 13, 14, 15, 16, 17, 18, 19, 20 except 21=-247(LC 10) Max Grav All reactions 250 lb or less at joint(s) 13, 14, 15, 16, 17, 18, 19, 20, 21 except 22=331(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-277/175, 2-3=-602/276, 3-4=-474/205, 4-5=-415/184, 5-6=-352/155, 6-8=-296/128 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 3-11-8, Exterior(2N) 3-11-8 to 6-6-2, Corner(3E) 6-6-2 to 11-9-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) 22, 13, 14, 15, 16, 17, 18, 19, 20 except (jt=lb) 21=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. June 18,2021 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 B21101740 Truss GE06 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632556 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-wiBN7BqoyuHVi1NJ6UgKQW9fW5BTH2XXJf03_1z5KCh Scale = 1:82.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 31 5x10 MT18HS 4x6 4x6 4x6 5x8 5x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-4-416-4-4 15-4-7 15-4-7 16-4-4 0-11-13 1-5-1211-8-1111-0-138.00 12 Plate Offsets (X,Y)-- [9:0-2-12,0-2-4], [15:0-4-3,0-0-0], [16:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.93 0.47 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT18HS Weight: 135 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* 15-16: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 14-17,13-18,12-19,11-20: 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 10-0-0 oc bracing. WEBS 1 Row at midpt 15-16, 14-17, 13-18, 12-19, 11-20 REACTIONS.All bearings 16-4-4. (lb) - Max Horz 30=435(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 16, 18, 19, 20, 21, 22, 23, 24, 25, 27, 28 except 30=-660(LC 8), 29=-832(LC 7) Max Grav All reactions 250 lb or less at joint(s) 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 27, 28 except 30=1009(LC 7), 29=614(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-544/351, 1-2=-566/369, 2-3=-370/242, 3-4=-338/220, 4-5=-316/206, 5-6=-292/191, 6-7=-273/176, 7-8=-261/172, 14-15=-317/397, 15-16=-310/385 WEBS 14-17=-420/321, 2-29=-257/346 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 5-5-6, Exterior(2N) 5-5-6 to 10-0-7, Corner(3R) 10-0-7 to 15-4-7, Corner(3E) 15-4-7 to 16-2-8 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) All plates are MT20 plates unless otherwise indicated. 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) 16, 18, 19, 20, 21, 22, 23, 24, 25, 27, 28 except (jt=lb) 30=660, 29=832. 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. June 18,2021 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 B21101740 Truss GE07 Truss Type GABLE Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632557 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-KHsWlDshFpf4ZU6uncE128nJJJFlUP6z?dFkbLz5KCe Scale = 1:88.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2526 53 52 51 50 49 4847 46 45 44 43 42 41 4039 38 37 36 35 34 33 32 31 30 29 2827 3x6 3x6 4x6 4x6 3x6 3x6 4-3-114-3-11 30-11-826-7-13 19-7-5 19-7-5 30-11-8 11-4-3 1-3-1514-4-134-1-152-8-28.00 12 8.00 12 Plate Offsets (X,Y)-- [12:0-2-12,0-2-4], [53:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.38 0.37 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 27 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 229 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 *Except* 26-27: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 17-36,16-37,15-38,14-39,18-35,19-34,20-33: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 50-51,49-50. WEBS 1 Row at midpt 17-36, 16-37, 15-38, 14-39, 18-35, 19-34, 20-33 REACTIONS.All bearings 30-11-8. (lb) - Max Horz 53=403(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 27, 49, 37, 38, 39, 41, 42, 43, 44, 45, 46, 47, 48, 50, 51, 35, 34, 33, 32, 31, 30, 29, 28 except 53=-745(LC 8), 36=-114(LC 9), 52=-718(LC 7) Max Grav All reactions 250 lb or less at joint(s) 27, 49, 37, 38, 39, 41, 42, 43, 44, 45, 46, 47, 48, 50, 51, 35, 34, 33, 32, 31, 30, 29, 28 except 53=905(LC 7), 36=272(LC 11), 52=667(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-53=-519/429, 1-2=-568/478, 2-3=-376/320, 3-4=-361/312, 4-5=-335/296, 5-6=-315/281, 6-7=-304/276, 7-8=-292/273, 8-9=-280/270, 9-10=-268/266, 10-11=-256/263, 11-13=-244/260, 13-14=-232/279, 14-15=-220/320, 15-16=-241/369, 16-17=-245/380, 17-18=-245/380, 18-19=-241/369, 19-20=-213/320, 20-21=-188/279 BOT CHORD 52-53=-250/207 WEBS 17-36=-331/178, 2-52=-311/338 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-2-12 to 5-6-6, Exterior(2N) 5-6-6 to 14-3-5, Corner(3R) 14-3-5 to 24-11-5, Exterior(2N) 24-11-5 to 25-6-2, Corner(3E) 25-6-2 to 30-9-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 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) 27, 49, 37, 38, 39, 41, 42, 43, 44, 45, 46, 47, 48, 50, 51, 35, 34, 33, 32, 31, 30, 29, 28 except (jt=lb) 53=745, 36=114, 52=718.Continued on page 2 June 18,2021 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 B21101740 Truss GE07 Truss Type GABLE Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632557 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:17 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-KHsWlDshFpf4ZU6uncE128nJJJFlUP6z?dFkbLz5KCe NOTES- 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 27, 49, 36, 37, 38, 39, 41, 42, 43, 44, 45, 46, 47, 48, 50, 51, 52, 35, 34, 33, 32, 31 , 30, 29, 28. 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. 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 B21101740 Truss GE08 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632558 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-Hg_GAvuxnRvnooGGv1GV7Zsa96?ByAAGTxkqfEz5KCc Scale = 1:75.6 1 2 3 4 5 6 12 11 10 9 8 7 4x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 6-10-12 6-10-12 7-0-011-7-38.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.62 0.05 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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* 6-7: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 2-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-12, 6-7, 5-8, 4-9, 3-10 REACTIONS.All bearings 6-10-12. (lb) - Max Horz 12=176(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 9, 10 except 12=-297(LC 8), 11=-836(LC 10) Max Grav All reactions 250 lb or less at joint(s) 7, 8, 9, 10 except 12=907(LC 10), 11=374(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1744/691, 1-2=-358/150, 2-3=-316/134 BOT CHORD 11-12=-341/138 WEBS 1-11=-668/1648 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) 7, 8, 9, 10 except (jt=lb) 12=297, 11=836. 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. June 18,2021 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 B21101740 Truss GE09 Truss Type GABLE Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632559 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-lsYeNFvZYk1eQyrSSlnkfnPiJWKghh6QibTOCgz5KCb Scale = 1:91.2 1 2 3 4 5 6 7 89 18 17 16 15 14 13 12 11 10 5x10 MT18HS 5x6 2x4 2x4 6x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-5-8 10-5-8 7-3-1114-3-58.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.78 0.10 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT18HS Weight: 139 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 OTHERS 2x4 SPF No.2 *Except* 2-17: 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, Except: 8-8-9 oc bracing: 17-18. WEBS 1 Row at midpt 1-18, 9-10, 3-16, 4-15, 5-14, 6-13, 7-12, 8-11, 1-17 REACTIONS.All bearings 10-5-8. (lb) - Max Horz 18=271(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 10, 16, 15, 14, 13, 12, 11 except 18=-596(LC 8), 17=-1566(LC 10) Max Grav All reactions 250 lb or less at joint(s) 10, 16, 15, 14, 13, 12, 11 except 18=1724(LC 10), 17=628(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2829/1137, 1-2=-489/203, 2-3=-495/207, 3-4=-373/157, 4-5=-304/129 BOT CHORD 17-18=-443/180 WEBS 1-17=-1083/2662 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone;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) All plates are MT20 plates unless otherwise indicated. 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) 10, 16, 15, 14, 13, 12, 11 except (jt=lb) 18=596, 17=1566. 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. June 18,2021 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 B21101740 Truss GE10 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632560 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-ddo9Dcy4bzX4vZ8EhbsgqdaU17g9dcG?cDRbLSz5KCX Scale = 1:33.4 1 2 3 4 5 6 11 10 9 8 72x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-4-8 8-4-8 0-0-45-7-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.13 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-4-8. (lb) - Max Horz 1=201(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 8, 9, 10, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 8, 9, 10, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-252/122 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 8, 9, 10, 11. 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. June 18,2021 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 B21101740 Truss GE11 Truss Type GABLE Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632561 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-a0vveIzK7ano8tIcp?u8v2fpnxMP5WHI4XwiPKz5KCV Scale = 1:34.1 1 2 3 4 5 6 7 13 12 11 10 9 82x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-10-0 8-10-0 0-0-45-10-108.00 12 Plate Offsets (X,Y)-- [7:0-0-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.46 0.14 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-10-0. (lb) - Max Horz 1=213(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 9, 10, 11, 12, 13 Max Grav All reactions 250 lb or less at joint(s) 1, 8, 9, 10, 11, 12, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-284/128 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 9, 10, 11, 12, 13. 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. June 18,2021 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 B21101740 Truss GE12 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632562 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-WP1g3_?afC1WNBS?wQwc_TkFHl31ZPYbXrPpUDz5KCT Scale = 1:40.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-9-112-9-1 6-4-9 6-4-9 12-9-1 6-4-9 0-0-46-4-90-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.08 0.07 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-9-1. (lb) - Max Horz 1=-154(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 14, 15, 12, 11 except 16=-113(LC 10), 10=-113(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 13, 14, 15, 16, 12, 11, 10 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 Corner(3E) 0-4-4 to 5-7-13, Corner(3R) 5-7-13 to 7-1-4, Corner(3E) 7-1-4 to 12-4-14 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) 1, 9, 14, 15, 12, 11 except (jt=lb) 16=113, 10=113. 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. June 18,2021 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 B21101740 Truss M01 Truss Type MONOPITCH Qty 7 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632563 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-_bb2GK0CQV9N?K1BU8SrXgHJ18LDIibkmV9M0fz5KCS Scale = 1:49.4 1 2 3 4 5 6 87 914 15 3x6 2x4 3x8 4x6 2x4 3x6 6x10 3x6 6-1-86-1-8 12-3-06-1-8 -1-2-8 1-2-8 6-1-8 6-1-8 12-3-0 6-1-8 0-9-98-11-97-5-108-11-98.00 12 Plate Offsets (X,Y)-- [2:0-5-2,0-0-1], [8:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.53 0.33 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 0.12 0.06 (loc) 7-8 7-8 14 8-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 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) 2=0-5-8, 14=0-3-0 Max Horz 2=343(LC 10) Max Uplift 2=-9(LC 10), 14=-206(LC 10) Max Grav 2=628(LC 17), 14=622(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-574/0, 4-6=-680/167 BOT CHORD 2-8=-189/497 WEBS 4-8=-448/325, 6-8=-323/845, 6-14=-640/221 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) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 11-10-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 14=206. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Load case(s) 2, 16, 17, 18, 19, 20 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-50, 10-15=-35, 7-15=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 2 June 18,2021 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 B21101740 Truss M01 Truss Type MONOPITCH Qty 7 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632563 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:29 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-_bb2GK0CQV9N?K1BU8SrXgHJ18LDIibkmV9M0fz5KCS LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=49, 2-6=29, 7-10=-12 Horz: 1-2=-61, 2-6=-41 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-0, 2-6=-46, 7-10=-20 Horz: 1-2=-20, 2-6=26 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-2, 2-6=-15, 7-10=-12 Horz: 1-2=-10, 2-6=3 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 7-10=-12 Horz: 1-2=-17, 2-6=-23 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 2-6=-34, 7-10=-20 Horz: 1-2=9, 2-6=14 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 7-10=-20 Horz: 1-2=-17, 2-6=-11 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 7-10=-12 Horz: 1-2=-34, 2-6=-40 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 7-10=-12 Horz: 1-2=-17, 2-6=-23 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 7-10=-12 Horz: 1-2=-34, 2-6=-40 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 7-10=-12 Horz: 1-2=-17, 2-6=-23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=14, 2-6=8, 7-10=-20 Horz: 1-2=-34, 2-6=-28 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 7-10=-20 Horz: 1-2=-17, 2-6=-11 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-20, 10-15=-40, 7-15=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-56, 2-6=-61, 10-15=-35, 7-15=-50 Horz: 1-2=6, 2-6=11 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 10-15=-35, 7-15=-50 Horz: 1-2=-13, 2-6=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33 , Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-24, 2-6=-29, 10-15=-35, 7-15=-50 Horz: 1-2=-26, 2-6=-21 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 10-15=-35, 7-15=-50 Horz: 1-2=-13, 2-6=-8 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-6=-28, 7-10=-12 Horz: 1-2=-16, 2-6=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 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 B21101740 Truss M01 Truss Type MONOPITCH Qty 7 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632563 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:29 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-_bb2GK0CQV9N?K1BU8SrXgHJ18LDIibkmV9M0fz5KCS LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-6=4, 7-10=-12 Horz: 1-6=-16 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 B21101740 Truss M02 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632564 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-Sn9QTg0qBpIEdUcN2rz43uqS9Yg419lu?9uwY5z5KCR Scale = 1:67.3 1 2 3 7 6 5 4 8 9 6x16 4x6 2x4 2x4 4x6 5x8 5x8 3x4 3-6-03-6-0 7-2-43-8-4 3-6-0 3-6-0 7-2-4 3-8-4 7-0-011-9-810-9-810-1-121-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [3:0-6-12,Edge], [4:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.35 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 0.04 -0.24 (loc) 4 4 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-6: 2x3 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-7: 2x4 SPF-S Stud, 5-7,1-5: 2x3 SPF No.2 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. Except: 1 Row at midpt 2-5 REACTIONS. (size) 7=0-5-8, 9=0-3-0 Max Horz 7=389(LC 7) Max Uplift 7=-129(LC 6), 9=-312(LC 7) Max Grav 7=434(LC 18), 9=437(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-326/66 BOT CHORD 2-5=-283/140 WEBS 5-7=-303/231, 3-5=-378/432, 3-9=-446/311 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, Interior(1) 5-5-6 to 6-9-0 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 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) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=129, 9=312. 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. June 18,2021 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 B21101740 Truss M03 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632565 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-OAGBuL25jQYxsolm9G?Z8Jvn4MJNV9DBSSN0d_z5KCP Scale = 1:66.9 1 2 4 3 5 6 7 3x6 5x8 3x4 3x6 3x4 7-2-47-2-4 7-2-4 7-2-4 7-0-011-9-810-1-1211-9-88.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.56 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.23 -0.18 0.03 (loc) 3-4 3-4 6 3 l/defl >564 >362 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-4: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-4 REACTIONS. (size) 4=0-5-8, 6=0-3-0 Max Horz 4=176(LC 10) Max Uplift 6=-278(LC 10) Max Grav 4=364(LC 19), 6=405(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-467/264, 2-6=-429/443 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, Interior(1) 5-5-6 to 6-9-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=278. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Load case(s) 2, 16, 17, 18, 19, 20 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 4-7=-35, 3-7=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=44, 3-4=-12 Horz: 1-2=-56 Continued on page 2 June 18,2021 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 B21101740 Truss M03 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632565 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:32 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-OAGBuL25jQYxsolm9G?Z8Jvn4MJNV9DBSSN0d_z5KCP LOAD CASE(S) Standard Except: 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-51, 3-4=-20 Horz: 1-2=31 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-15, 3-4=-12 Horz: 1-2=3 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=11, 3-4=-12 Horz: 1-2=-23 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-34, 3-4=-20 Horz: 1-2=14 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-9, 3-4=-20 Horz: 1-2=-11 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=28, 3-4=-12 Horz: 1-2=-40 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=11, 3-4=-12 Horz: 1-2=-23 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=28, 3-4=-12 Horz: 1-2=-40 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=11, 3-4=-12 Horz: 1-2=-23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=8, 3-4=-20 Horz: 1-2=-28 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-9, 3-4=-20 Horz: 1-2=-11 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 4-7=-40, 3-7=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-61, 4-7=-35, 3-7=-50 Horz: 1-2=11 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 4-7=-35, 3-7=-50 Horz: 1-2=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33 , Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-29, 4-7=-35, 3-7=-50 Horz: 1-2=-21 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-42, 4-7=-35, 3-7=-50 Horz: 1-2=-8 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-28, 3-4=-12 Horz: 1-2=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 3-4=-12 Horz: 1-2=-16 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 B21101740 Truss M04 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632566 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-sMqZ6h3jUkgoUyKyj_WohWS6XmnBEh8Kh67a9Qz5KCO Scale = 1:10.3 1 2 3 4 4x6 2x4 3x8 1-0-01-0-0 -1-2-8 1-2-8 1-0-0 1-0-0 0-9-91-5-98.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [3:0-1-11,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 2 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-0-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=1-0-0, 4=1-0-0, 2=1-0-0 Max Horz 2=47(LC 7) Max Uplift 4=-21(LC 18), 4=-13(LC 1), 2=-41(LC 10) Max Grav 4=27(LC 6), 2=157(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 18,2021 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 B21101740 Truss M05 Truss Type Monopitch Qty 13 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632567 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-plyJXN4z?LwWjFULrOZGmxXR1ZTgibed8QchEJz5KCM Scale = 1:10.3 1 2 3 4 6x6 2x4 3x8 -1-2-8 1-2-8 1-0-0 1-0-0 0-9-91-5-91-2-10-3-81-5-98.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [3:0-2-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 0-11-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=0-1-8, 4=0-10-0, 2=0-10-0 Max Horz 2=53(LC 10) Max Uplift 3=-26(LC 1), 2=-29(LC 10) Max Grav 3=7(LC 6), 4=17(LC 3), 2=158(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C 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) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. June 18,2021 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 B21101740 Truss PB01 Truss Type Piggyback Qty 10 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632568 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-l844y36EXzAEyZekypbkrMckYN51AUAwck5nIBz5KCK Scale = 1:41.4 1 2 3 4 5 6 7 11 10 9 812 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 3x4 19-5-119-5-1 9-8-8 9-8-8 19-5-1 9-8-8 0-4-76-4-30-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.30 0.21 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 0.01 0.00 -0.01 (loc) 7 7 6 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-11-3. (lb) - Max Horz 2=-160(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 11=-190(LC 10), 8=-189(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=322(LC 20), 11=564(LC 17), 8=567(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-351/237, 5-8=-350/236 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) 0-3-11 to 5-8-8, Exterior(2R) 5-8-8 to 13-8-8, Exterior(2E) 13-8-8 to 19-1-6 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except (jt=lb) 11=190, 8=189. 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. June 18,2021 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 B21101740 Truss PB02 Truss Type Piggyback Qty 7 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632569 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-DKeS9P7sIGI5ajDwWX6zOa9oknPrvsG3qOqLqez5KCJ Scale = 1:59.2 1 2 3 4 5 6 7 11 10 9 8 3x6 3x8 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 15-8-815-8-8 15-8-8 15-8-8 0-4-710-4-30-1-80-1-88.00 12 Plate Offsets (X,Y)-- [7:0-4-9,Edge], [8:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.72 0.36 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8 REACTIONS.All bearings 14-11-10. (lb) - Max Horz 2=391(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 8, 2 except 10=-134(LC 10), 11=-137(LC 10), 9=-143(LC 10) Max Grav All reactions 250 lb or less at joint(s) 8, 2 except 10=430(LC 17), 11=394(LC 17), 9=491(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-354/235, 3-4=-286/189 WEBS 4-10=-259/191, 3-11=-257/175, 6-9=-288/159 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) 0-3-11 to 5-7-5, Interior(1) 5-7-5 to 10-3-3, Exterior(2E) 10-3-3 to 15-6-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2 except (jt=lb) 10=134, 11=137, 9=143. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. June 18,2021 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 B21101740 Truss PB03 Truss Type Piggyback Qty 8 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632570 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-9ilCa486quYpp1MIdy8RT?EGea9mNsWMIiJRvWz5KCH Scale = 1:22.5 1 2 3 45 6 4x6 2x4 2x4 2x4 6-8-136-8-13 3-4-6 3-4-6 6-8-13 3-4-6 0-5-33-2-140-1-80-5-30-1-812.00 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 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.08 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.01 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=5-7-6, 4=5-7-6, 6=5-7-6 Max Horz 2=-80(LC 8) Max Uplift 2=-40(LC 11), 4=-45(LC 11) Max Grav 2=162(LC 1), 4=162(LC 1), 6=172(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; 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. June 18,2021 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 B21101740 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632571 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-65tz?mAMMVoX3KWhlNBvYQJevOsjrlxfl0oYzPz5KCF Scale = 1:41.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 2423 22 21 20 19 18 17 16 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-5-119-5-1 9-8-8 9-8-8 19-5-1 9-8-8 0-4-76-4-30-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.07 0.04 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 14 15 14 14 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 83 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 17-11-3. (lb) - Max Horz 2=-160(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 22, 23, 25, 26, 27, 20, 19, 18, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 2, 21, 22, 23, 25, 26, 27, 20, 19, 18, 17, 16, 14 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) 0-3-11 to 5-8-8, Exterior(2R) 5-8-8 to 13-8-8, Exterior(2E) 13-8-8 to 19-1-6 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 22, 23, 25, 26, 27, 20, 19, 18, 17, 16. 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. June 18,2021 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 B21101740 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632572 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-2U?jQSBdu62EIeg4snDNerPsgBSZJenyDKHf2Hz5KCD Scale = 1:60.1 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 4x6 4x6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-5-015-5-0 15-5-0 15-5-0 0-4-710-1-140-1-80-1-88.00 12 Plate Offsets (X,Y)-- [8:0-2-12,0-2-4], [13:0-3-14,Edge], [14:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.63 0.34 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.00 (loc) 1 1 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 95 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* 12-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-14, 12-15 REACTIONS.All bearings 14-8-2. (lb) - Max Horz 2=383(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 16, 17, 18, 19, 20, 21, 22, 23 except 14=-101(LC 9) Max Grav All reactions 250 lb or less at joint(s) 14, 2, 15, 16, 17, 18, 19, 20, 21, 22, 23 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-347/228, 3-4=-299/184, 4-5=-279/178, 5-6=-254/161 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) 0-3-11 to 5-7-5, Interior(1) 5-7-5 to 9-11-11, Exterior(2E) 9-11-11 to 15-3-4 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 16, 17, 18, 19, 20, 21, 22, 23 except (jt=lb) 14=101. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. June 18,2021 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 B21101740 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632573 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-_s7Tq8DtQkJyXyqS_CFrjGUL5?DvnZzFgemm6Az5KCB Scale = 1:22.5 1 2 3 4 5 67 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-8-136-8-13 3-4-6 3-4-6 6-8-13 3-4-6 0-5-33-2-140-1-80-5-30-1-812.00 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 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.06 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: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-7-6. (lb) - Max Horz 2=80(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 8. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. June 18,2021 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 B21101740 Truss T01 Truss Type Common Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632574 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-wFEEFpE7xLZgnF_r5dHJohZbOplqFLCX8yFtB2z5KC9 Scale: 1/4"=1' 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 3x4 3x4 2x4 3x8 3x8 2x4 8-11-88-11-8 17-11-08-11-8 -1-2-8 1-2-8 4-0-0 4-0-0 8-11-8 4-11-8 13-11-0 4-11-8 17-11-0 4-0-0 19-1-8 1-2-8 2-2-118-2-62-2-118.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.70 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.25 0.01 0.01 (loc) 9-11 9-11 8 9 l/defl >999 >837 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 78 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 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) 11=0-5-8, 8=0-5-8 Max Horz 11=248(LC 9) Max Uplift 11=-107(LC 10), 8=-107(LC 11) Max Grav 11=786(LC 1), 8=786(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-591/186, 4-5=-591/186 BOT CHORD 9-11=-101/541, 8-9=-43/455 WEBS 4-9=-63/352, 3-11=-659/73, 5-8=-659/73 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) -1-2-8 to 3-10-10, Exterior(2R) 3-10-10 to 14-0-6, Exterior(2E) 14-0-6 to 19-1-8 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) except (jt=lb) 11=107, 8=107. 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. June 18,2021 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 B21101740 Truss T02 Truss Type Common Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632575 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-ORocT9FlifhXOPY1fLpYLu6h7C0V_nehMc?QjVz5KC8 Scale = 1:51.8 1 2 3 4 5 6 7 8 9 13 12 11 10 18 19 20 21 4x6 3x6 3x6 3x8 3x4 3x6 2x4 3x4 5x8 4x10 4x6 9-11-89-11-8 15-10-05-10-8 21-11-06-1-0 -1-2-8 1-2-8 5-1-0 5-1-0 9-11-8 4-10-8 15-10-0 5-10-8 21-11-0 6-1-0 23-1-8 1-2-8 2-2-118-10-60-10-118.00 12 Plate Offsets (X,Y)-- [8:0-6-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.71 0.93 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.61 0.04 0.03 (loc) 12-13 12-13 8 10-12 l/defl >723 >426 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 90 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13 REACTIONS. (size) 13=0-5-8, 8=0-5-8 Max Horz 13=-260(LC 8) Max Uplift 13=-121(LC 10), 8=-135(LC 11) Max Grav 13=1054(LC 17), 8=1045(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-252/140, 3-4=-867/222, 4-6=-881/215, 6-8=-1197/194, 2-13=-324/164 BOT CHORD 12-13=-112/799, 10-12=-40/933, 8-10=-40/933 WEBS 4-12=-93/603, 6-12=-443/224, 3-13=-855/88 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) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 4-7-14, Exterior(2R) 4-7-14 to 15-3-2, Interior(1) 15-3-2 to 17-9-14, Exterior(2E) 17-9-14 to 23-1-8 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=121, 8=135. 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. June 18,2021 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 B21101740 Truss T03 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632576 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-HD27IXIGmtBzt0souAtUVkHQAqOfwaTHHEzesGz5KC4 Scale = 1:92.6 1 2 3 4 5 6789 10 11 12 13 1425 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 4x6 6x8 4x6 6x8 4x6 4x8 5x6 5x6 3x4 3x4 3x6 4x6 2x4 4x6 3x6 6x8 2x4 5x8 6x16 3x8 4x6 2x4 4x10 4x6 4x6 7-0-0 7-0-0 13-9-8 6-9-8 15-2-0 1-4-8 21-1-8 5-11-8 28-5-8 7-4-0 29-9-8 1-4-0 29-10-0 0-0-8 34-7-0 4-9-0 45-3-4 10-8-4 51-3-0 5-11-12 7-0-0 7-0-0 13-9-8 6-9-8 15-2-0 1-4-8 21-9-12 6-7-12 28-5-8 6-7-12 29-10-0 1-4-8 34-7-0 4-9-0 42-9-12 8-2-12 51-3-0 8-5-4 52-5-8 1-2-8 0-9-910-10-1412-0-00-10-111-1-24-9-21-1-212-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-13], [5:0-4-4,0-3-0], [10:0-5-4,0-3-0], [13:0-1-15,0-1-11], [21:0-4-0,0-2-8], [24:0-4-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.92 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.69 0.05 0.04 (loc) 16-18 16-18 20 24-25 l/defl >443 >268 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 306 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-21,8-20,10-20,10-18: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 3-10-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 9-20 WEBS 1 Row at midpt 2-24, 4-24, 4-23, 5-22, 8-20, 10-20, 12-18 REACTIONS.All bearings 0-5-8 except (jt=length) 16=0-3-8. (lb) - Max Horz 1=-299(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-149(LC 10), 20=-282(LC 7), 16=-186(LC 11), 13=-134(LC 11) Max Grav All reactions 250 lb or less at joint(s) 13 except 1=1082(LC 17), 20=2434(LC 2), 16=948(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1475/249, 2-4=-973/300, 4-5=-845/365, 5-6=-593/243, 6-8=-630/258, 8-9=-107/665, 9-10=-108/667, 10-12=-211/450, 12-13=-71/349 BOT CHORD 1-25=-214/1303, 24-25=-213/1305, 23-24=-134/917, 22-23=-146/896, 21-22=-440/196, 20-21=-348/158, 9-20=-282/97 WEBS 2-25=0/312, 2-24=-631/232, 4-23=-311/254, 5-23=-229/491, 6-22=-444/208, 8-22=-246/1309, 8-21=0/321, 8-20=-1324/224, 10-20=-928/87, 10-18=-31/493, 12-16=-539/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-12 to 5-6-6, Interior(1) 5-6-6 to 7-8-0, Exterior(2R) 7-8-0 to 22-7-15, Interior(1) 22-7-15 to 27-1-1, Exterior(2R) 27-1-1 to 42-1-0, Interior(1) 42-1-0 to 47-1-14, Exterior(2E) 47-1-14 to 52-5-8 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) 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 149 lb uplift at joint 1, 282 lb uplift at joint 20, 186 lb uplift at joint 16 and 134 lb uplift at joint 13. 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.June 18,2021 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 B21101740 Truss T04 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632577 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-Db9tjDKWIVRh7K0B0bvya9MmtdAVOT1ZlYSkx9z5KC2 Scale = 1:67.3 1 2 3 4 5 6 7 89 15 14 13 12 11 10 16 21 22 23 24 3x6 4x6 6x16 2x4 4x10 4x6 5x6 5x12 3x6 2x4 3x6 3x6 6x8 2x4 4x6 7-0-07-0-0 13-9-86-9-8 15-2-01-4-8 21-1-85-11-8 28-5-87-4-0 30-10-82-5-0 7-0-0 7-0-0 13-9-8 6-9-8 15-2-0 1-4-8 21-9-12 6-7-12 28-5-8 6-7-12 30-10-8 2-5-0 0-9-910-10-1410-1-1210-10-143-8-08.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-5-6,Edge], [6:0-4-4,0-2-0], [11:0-9-8,0-2-4], [14:0-4-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.50 0.57 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.31 0.08 0.08 (loc) 11-12 11-12 21 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 169 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 9-10,8-11,9-11: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-14 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing. WEBS 1 Row at midpt 3-14, 5-14, 5-13, 8-11 REACTIONS. (size) 1=0-5-8, 21=0-3-0 Max Horz 1=405(LC 10) Max Uplift 1=-104(LC 10), 21=-217(LC 7) Max Grav 1=1230(LC 1), 21=1205(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1712/149, 3-5=-1305/176, 5-6=-1234/286, 6-7=-1196/228, 7-8=-1241/244, 8-9=-269/49 BOT CHORD 1-15=-419/1338, 14-15=-419/1338, 13-14=-280/1121, 12-13=-267/1108, 11-12=-70/313 WEBS 3-15=0/266, 3-14=-494/234, 5-13=-282/205, 6-13=-179/395, 6-12=-119/394, 7-12=-446/209, 8-12=-290/1351, 8-11=-1379/347, 9-11=-252/1372, 9-21=-1289/232 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) 0-0-0 to 5-3-10, Interior(1) 5-3-10 to 7-8-0, Exterior(2R) 7-8-0 to 22-7-15, Interior(1) 22-7-15 to 30-5-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 21 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 104 lb uplift at joint 1 and 217 lb uplift at joint 21. 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. June 18,2021 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 B21101740 Truss T05 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632578 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-9_Hd8uLmq6hOMeAa70yQfaR4tRpYsNjsCrxr?1z5KC0 Scale = 1:68.1 1 2 3 4 5 6 7 8 910 16 15 14 13 12 11 17 22 23 24 25 3x6 4x6 6x16 4x6 4x10 4x6 5x6 5x12 3x6 2x4 3x6 3x6 6x8 2x4 4x6 7-0-07-0-0 13-9-86-9-8 15-2-01-4-8 21-1-85-11-8 28-5-87-4-0 30-10-82-5-0 -1-2-8 1-2-8 7-0-0 7-0-0 13-9-8 6-9-8 15-2-0 1-4-8 21-9-12 6-7-12 28-5-8 6-7-12 30-10-8 2-5-0 0-9-910-10-1410-1-1210-10-143-8-08.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-5-6,Edge], [7:0-4-4,0-2-0], [11:Edge,0-3-8], [12:0-9-8,0-2-4], [15:0-4-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.60 0.66 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.31 0.08 0.08 (loc) 12-13 12-13 22 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 170 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 10-11,9-12,10-12: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-15 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 8-9-11 oc bracing. WEBS 1 Row at midpt 4-15, 6-15, 6-14, 9-12 REACTIONS. (size) 2=0-5-8, 22=0-3-0 Max Horz 2=432(LC 10) Max Uplift 2=-131(LC 10), 22=-217(LC 7) Max Grav 2=1304(LC 1), 22=1204(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1703/146, 4-6=-1301/169, 6-7=-1232/282, 7-8=-1194/224, 8-9=-1239/240, 9-10=-269/49 BOT CHORD 2-16=-416/1329, 15-16=-416/1329, 14-15=-274/1118, 13-14=-262/1106, 12-13=-70/312 WEBS 4-16=0/264, 4-15=-486/231, 6-14=-283/205, 7-14=-179/395, 7-13=-119/394, 8-13=-446/209, 9-13=-285/1349, 9-12=-1377/347, 10-12=-252/1371, 10-22=-1288/232 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) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 7-8-0, Exterior(2R) 7-8-0 to 22-7-15, Interior(1) 22-7-15 to 30-5-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 22 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 131 lb uplift at joint 2 and 217 lb uplift at joint 22. 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. June 18,2021 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 B21101740 Truss T06 Truss Type COMMON Qty 4 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632579 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:19:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-6MPOZaN1Mjx6bxJyFR_uk?XPLEVfKKs9g9Qy4wz5KC_ Scale = 1:70.6 1 2 3 45 9 8 7 6 10 11 12 13 3x6 5x6 2x4 3x4 3x6 2x4 4x8 6x6 3x8 7-9-77-9-7 16-4-48-6-13 7-9-7 7-9-7 15-4-7 7-6-15 16-4-4 0-11-13 1-5-1211-8-1111-0-138.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.69 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.42 -0.01 0.02 (loc) 6-7 6-7 6 7 l/defl >697 >464 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 93 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7,1-7: 2x3 SPF No.2, 1-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-7-14 oc bracing. WEBS 1 Row at midpt 4-7, 5-6, 4-6 REACTIONS. (size) 9=0-3-8, 6=0-3-8 Max Horz 9=392(LC 10) Max Uplift 6=-265(LC 10) Max Grav 9=738(LC 17), 6=865(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-762/0, 2-4=-866/222, 1-9=-634/13 BOT CHORD 7-9=-445/333 WEBS 2-7=-568/399, 4-7=-382/1049, 1-7=0/469, 4-6=-790/404 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 10-0-13, Exterior(2R) 10-0-13 to 15-4-7, Exterior(2E) 15-4-7 to 16-2-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 265 lb uplift at joint 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 18,2021 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 B21101740 Truss T07 Truss Type COMMON Qty 3 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632580 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-aZzmmwOf713zD5u8o8V7HC3bRerG3n0Jup9VbMz5KBz Scale = 1:70.6 1 2 3 45 9 8 7 6 10 11 12 13 3x6 5x6 2x4 3x4 3x6 2x4 4x8 5x8 3x8 7-7-157-7-15 16-1-48-5-5 7-7-15 7-7-15 15-1-7 7-5-7 16-1-4 0-11-13 1-7-1211-8-1111-0-138.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.66 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.39 -0.01 0.02 (loc) 6-7 6-7 6 7 l/defl >734 >487 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 93 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7,1-7: 2x3 SPF No.2, 1-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-10 oc bracing. WEBS 1 Row at midpt 4-7, 5-6, 4-6 REACTIONS. (size) 9=Mechanical, 6=0-3-8 Max Horz 9=386(LC 10) Max Uplift 6=-265(LC 10) Max Grav 9=725(LC 17), 6=850(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-730/0, 2-4=-832/217, 1-9=-623/9 BOT CHORD 7-9=-431/312 WEBS 2-7=-560/393, 4-7=-378/1014, 1-7=0/463, 4-6=-776/399 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 9-9-13, Exterior(2R) 9-9-13 to 15-1-7, Exterior(2E) 15-1-7 to 15-11-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 265 lb uplift at joint 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 18,2021 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 B21101740 Truss T08 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632581 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-Wx4WBcPveeKhSP2XwZYbMd82TSdbXoAbM7ecgFz5KBx Scale = 1:52.8 1 2 3 4 5 9 87 6 10 11 2x4 3x12 4x6 4x6 2x4 5x12 5x12 2x4 2x4 3-6-103-6-10 9-1-145-7-4 12-8-83-6-10 3-6-10 3-6-10 6-3-8 2-8-14 9-1-14 2-10-6 12-8-8 3-6-10 2-2-48-5-122-0-123-3-212.00 12 12.00 12 Plate Offsets (X,Y)-- [1:0-3-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.22 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.01 -0.00 (loc) 7-8 7-8 6 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-8-8. (lb) - Max Horz 9=-235(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 6, 7 except 9=-180(LC 6), 8=-169(LC 7) Max Grav All reactions 250 lb or less at joint(s) 6, 6 except 9=274(LC 9), 8=501(LC 17), 7=375(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 8-9=-322/328 WEBS 2-8=-261/246, 4-7=-264/250 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 7-3-2, Exterior(2E) 7-3-2 to 12-6-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) 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, 7 except (jt=lb) 9=180, 8=169. 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. June 18,2021 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 B21101740 Truss T09 Truss Type Roof Special Qty 2 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632582 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-SKCHcIR9AGaPijCw1_a3R2EOVFI2?g7upR7jk7z5KBv Scale = 1:52.8 1 2 3 4 5 9 87 6 10 11 2x4 3x12 4x6 4x6 2x4 5x12 5x12 2x4 2x4 3-6-103-6-10 9-1-145-7-4 12-8-83-6-10 3-6-10 3-6-10 6-3-8 2-8-14 9-1-14 2-10-6 12-8-8 3-6-10 2-2-48-5-122-0-123-3-212.00 12 12.00 12 Plate Offsets (X,Y)-- [1:0-3-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.29 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.11 0.03 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 9=0-3-8, 6=0-3-8 Max Horz 9=-235(LC 6) Max Uplift 9=-58(LC 11), 6=-56(LC 10) Max Grav 9=497(LC 1), 6=497(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-551/109, 1-2=-1002/153, 2-3=-1038/303, 3-4=-930/244, 4-5=-955/63, 5-6=-483/101 BOT CHORD 8-9=-322/332, 7-8=-100/399 WEBS 1-8=-36/641, 3-8=-312/799, 3-7=-219/617, 5-7=-37/682 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 7-3-2, Exterior(2E) 7-3-2 to 12-6-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) 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) 9, 6 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) 9, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 18,2021 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 B21101740 Truss T10 Truss Type Roof Special Qty 3 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632583 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-wWmfqdSoxZiGJsn6bi5I_GmOQfWskzS225tGGZz5KBu Scale = 1:85.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 3x6 5x16 MT18HS 3x6 4x8 3x6 7x16 MT18HS 3x6 6x8 5x8 3x6 4x8 3x6 3x8 4x6 6x6 3x6 4-3-114-3-11 11-11-87-7-13 19-7-57-7-13 27-0-137-5-7 34-8-127-7-15 4-3-11 4-3-11 11-11-8 7-7-13 19-7-5 7-7-13 27-0-13 7-5-7 34-8-12 7-7-15 1-3-1514-4-131-7-122-8-28.00 12 8.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [9:Edge,0-3-8], [10:0-2-8,0-1-8], [14:0-2-8,0-2-8], [15:0-8-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.88 0.83 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.63 0.41 0.27 (loc) 14-15 14-15 9 14-15 l/defl >999 >660 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 153 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 13-15,9-11: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 1-16,8-9: 2x4 SPF-S Stud, 1-15: 2x4 SPF 2100F 1.8E 2-14,3-12,5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-2-1 oc bracing. WEBS 1 Row at midpt 2-14, 3-12, 7-12 REACTIONS. (size) 16=0-3-8, 9=Mechanical Max Horz 16=371(LC 7) Max Uplift 16=-166(LC 10), 9=-141(LC 11) Max Grav 16=1572(LC 17), 9=1540(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1718/361, 1-2=-6390/1240, 2-3=-2582/375, 3-5=-1552/332, 5-7=-1591/333, 7-8=-1909/264, 8-9=-1422/205 BOT CHORD 15-16=-436/488, 14-15=-1199/5291, 12-14=-352/2280, 10-12=-89/1540 WEBS 1-15=-1028/5458, 2-15=-467/2325, 2-14=-3054/859, 3-14=-46/858, 3-12=-1262/387, 5-12=-190/1275, 7-12=-546/253, 8-10=-87/1432 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 14-3-12, Exterior(2R) 14-3-12 to 24-10-15, Interior(1) 24-10-15 to 29-3-6, Exterior(2E) 29-3-6 to 34-7-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 16 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) except (jt=lb) 16=166, 9=141. 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. June 18,2021 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 B21101740 Truss T11 Truss Type Roof Special Qty 4 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632584 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-tvuPEJT2TBy_ZAxVj77m3hsiiTDrCtwKVPMNLSz5KBs Scale = 1:85.4 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 3x4 6x18 MT18HS 3x6 4x6 4x6 6x18 MT18HS 3x6 6x8 5x8 3x6 3x8 3x6 3x6 3x4 4-3-114-3-11 11-11-87-7-13 19-7-57-7-13 25-2-35-6-13 30-11-85-9-5 4-3-11 4-3-11 11-11-8 7-7-13 19-7-5 7-7-13 25-2-3 5-6-13 30-11-8 5-9-5 1-3-1514-4-134-1-152-8-28.00 12 8.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-8], [7:Edge,0-1-12], [9:0-2-8,0-1-8], [12:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.96 0.73 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.57 0.37 0.26 (loc) 12-13 12-13 8 12-13 l/defl >999 >641 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 146 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-13: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 1-14,7-8: 2x4 SPF-S Stud, 1-13: 2x4 SPF 2100F 1.8E 2-12,3-10,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-2-13 oc bracing. WEBS 1 Row at midpt 2-12, 3-10, 6-10 REACTIONS. (size) 14=0-3-8, 8=0-3-8 Max Horz 14=405(LC 7) Max Uplift 14=-149(LC 10), 8=-146(LC 10) Max Grav 14=1404(LC 17), 8=1406(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1538/348, 1-2=-5719/1200, 2-3=-2224/340, 3-5=-1200/294, 5-6=-1200/310, 6-7=-1133/221, 7-8=-1319/191 BOT CHORD 13-14=-478/473, 12-13=-1176/4755, 10-12=-329/1957, 9-10=-73/927 WEBS 1-13=-996/4887, 2-13=-459/2111, 2-12=-2838/859, 3-12=-45/828, 3-10=-1226/381, 5-10=-164/907, 6-9=-406/117, 7-9=-86/1091 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 14-3-12, Exterior(2R) 14-3-12 to 25-2-3, Interior(1) 25-2-3 to 25-6-2, Exterior(2E) 25-6-2 to 30-9-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 1 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=149, 8=146. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 18,2021 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 B21101740 Truss T12 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632585 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-pI0Af?VI?oChoU4tqXAE86x1gGu?grsdzjrUPLz5KBq Scale = 1:72.1 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 23 24 5x6 4x8 4x8 5x6 3x8 MT18HS 3x8 3x4 3x6 8x14 MT18HS 8x14 MT18HS 3x6 10-9-210-9-2 17-5-146-8-13 28-3-010-9-2 -1-2-8 1-2-8 5-5-13 5-5-13 10-9-2 5-3-5 17-5-14 6-8-13 22-9-3 5-3-5 28-3-0 5-5-13 29-5-8 1-2-8 1-2-1412-0-01-2-1412-0-012.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-3-4], [5:0-6-4,0-1-12], [6:0-6-4,0-1-12], [8:0-1-12,0-3-4], [11:Edge,0-3-8], [15:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.99 0.75 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.47 -0.76 0.03 0.58 (loc) 14-15 11-12 11 11-12 l/defl >721 >440 n/a >575 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 147 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-14,6-14,6-12: 2x4 SPF No.2, 2-15,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-14 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 8-11-2 oc bracing. WEBS 1 Row at midpt 4-14, 5-14, 6-14, 6-12, 7-12, 4-15, 7-11 REACTIONS. (size) 15=0-10-0, 11=0-10-0 Max Horz 15=345(LC 9) Max Uplift 15=-198(LC 7), 11=-198(LC 6) Max Grav 15=1348(LC 2), 11=1353(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-535/594, 4-5=-1167/1018, 5-6=-761/803, 6-7=-1174/1018, 7-9=-536/595, 2-15=-518/505, 9-11=-518/505 BOT CHORD 14-15=-457/874, 12-14=-324/806, 11-12=-457/836 WEBS 4-14=-236/292, 5-14=-557/461, 6-12=-557/479, 7-12=-235/292, 4-15=-846/366, 7-11=-845/365 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) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 24-1-14, Exterior(2E) 24-1-14 to 29-5-8 zone; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=198, 11=198. 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. June 18,2021 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 B21101740 Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632586 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-lg7w4hWYXPSP1oEGyyCiEX0Th4hh8m4wQ1KaUDz5KBo Scale = 1:76.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 4x8 8x8 3x4 3x6 3x6 5x6 3x8 12x18 MT18HS 3x4 4x6 6x6 3x6 2x4 2x4 6-6-126-6-12 10-9-24-2-6 16-7-05-9-14 17-5-140-10-14 22-8-75-2-8 28-3-05-6-9 -1-2-8 1-2-8 5-4-0 5-4-0 10-9-2 5-5-2 17-5-14 6-8-13 22-9-3 5-3-5 28-3-0 5-5-13 29-5-8 1-2-8 1-2-1412-0-01-2-1412-0-012.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-3-0,0-3-4], [4:0-6-4,0-1-12], [5:1-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.29 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 -0.01 0.09 (loc) 16-17 16-17 10 16-17 l/defl >999 >875 n/a >848 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 168 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-15,5-15,5-12,5-13: 2x4 SPF No.2, 2-17,8-10: 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 9-11-12 oc bracing. WEBS 1 Row at midpt 4-15, 5-12, 6-12, 5-13, 6-10 REACTIONS.All bearings 0-10-0 except (jt=length) 16=0-5-8, 13=0-5-8. (lb) - Max Horz 17=347(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 17, 13 except 16=-133(LC 10), 10=-112(LC 6) Max Grav All reactions 250 lb or less at joint(s) except 17=452(LC 23), 16=594(LC 1), 10=641(LC 1), 13=728(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-323/109, 3-4=-352/245, 4-5=-193/254, 5-6=-297/340, 6-8=-251/312, 2-17=-393/111, 8-10=-340/302 BOT CHORD 16-17=-342/354, 11-12=-125/320, 10-11=-116/316 WEBS 3-16=-489/201, 5-12=-480/204, 6-12=-308/431, 5-13=-561/335, 6-10=-348/140, 6-11=-267/243 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) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 24-1-14, Exterior(2E) 24-1-14 to 29-5-8 zone; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 13 except (jt=lb) 16=133, 10=112. 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. June 18,2021 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 B21101740 Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632587 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-h3FhVNYp31i7H5Oe3NEAJy6k8uGYcblDuLphZ6z5KBm Scale = 1:71.2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 4x8 4x8 3x6 3x4 3x6 3x6 5x6 3x8 3x4 3x4 4x6 8x8 3x6 6-6-126-6-12 10-9-24-2-6 17-5-146-8-13 28-3-010-9-2 -1-2-8 1-2-8 5-4-0 5-4-0 10-9-2 5-5-2 17-5-14 6-8-13 22-9-3 5-3-5 28-3-0 5-5-13 29-5-8 1-2-8 1-2-1412-0-01-2-1412-0-012.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-3-0,0-3-4], [4:0-6-4,0-1-12], [5:0-6-4,0-1-12], [10:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.90 0.71 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.69 0.02 0.09 (loc) 10-11 10-11 10 14-15 l/defl >616 >375 n/a >838 L/d 360 240 n/a 240 PLATES MT20 Weight: 151 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-13,5-13,5-11: 2x4 SPF No.2, 2-15,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 9-11-12 oc bracing. WEBS 1 Row at midpt 4-13, 5-13, 6-11, 6-10 REACTIONS. (size) 15=0-10-0, 14=0-5-8, 10=0-5-8 Max Horz 15=345(LC 9) Max Uplift 15=-53(LC 6), 14=-130(LC 10), 10=-112(LC 11) Max Grav 15=539(LC 2), 14=986(LC 2), 10=1113(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-436/100, 3-4=-642/250, 4-5=-382/256, 5-6=-874/278, 6-8=-564/198, 2-15=-468/122, 8-10=-565/218 BOT CHORD 14-15=-342/355, 11-13=-27/620, 10-11=0/640 WEBS 3-14=-810/185, 3-13=-20/501, 5-13=-421/83, 5-11=-96/638, 6-11=-251/294, 6-10=-618/64 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) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 24-1-14, Exterior(2E) 24-1-14 to 29-5-8 zone; end vertical left and right exposed; porch 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) 15 except (jt=lb) 14=130, 10=112. 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. June 18,2021 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 B21101740 Truss T15 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632588 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-eRNRw2Z3beyrWPY1BoGeONB6why04VEWLfIod_z5KBk Scale = 1:71.2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 4x8 4x8 3x6 3x4 3x6 3x6 5x6 3x8 3x4 3x4 5x6 8x8 6-6-126-6-12 10-9-24-2-6 17-5-146-8-13 28-3-010-9-2 -1-2-8 1-2-8 5-4-0 5-4-0 10-9-2 5-5-2 17-5-14 6-8-13 22-9-3 5-3-5 28-3-0 5-5-13 1-2-1412-0-01-2-1412-0-012.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-3-0,0-3-4], [4:0-6-4,0-1-12], [5:0-6-4,0-1-12], [8:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.81 0.65 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.69 0.02 0.09 (loc) 8-9 8-9 8 12-13 l/defl >616 >375 n/a >836 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-11,5-11,5-9: 2x4 SPF No.2, 2-13,7-8: 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 9-9-7 oc bracing. WEBS 1 Row at midpt 4-11, 5-11, 6-9, 6-8 REACTIONS. (size) 13=0-10-0, 12=0-5-8, 8=0-5-8 Max Horz 13=334(LC 7) Max Uplift 13=-47(LC 6), 12=-137(LC 10), 8=-79(LC 11) Max Grav 13=538(LC 2), 12=989(LC 2), 8=1043(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-432/92, 3-4=-642/239, 4-5=-382/248, 5-6=-878/269, 6-7=-533/139, 2-13=-467/107, 7-8=-459/141 BOT CHORD 12-13=-355/333, 9-11=-40/589, 8-9=-22/648 WEBS 3-12=-809/200, 3-11=-25/500, 5-11=-424/85, 5-9=-99/646, 6-9=-261/298, 6-8=-640/87 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) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 22-10-6, Exterior(2E) 22-10-6 to 28-1-4 zone; end vertical left and right exposed; porch 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) 13, 8 except (jt=lb) 12=137. 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. June 18,2021 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 B21101740 Truss T16 Truss Type ROOF SPECIAL Qty 3 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632589 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-aqUBLkbJ6FDZljhQIDJ6ToGYoVlkYV_poznvitz5KBi Scale = 1:79.9 1 2 3 654 7 8 910 3x6 5x8 2x4 2x4 2x4 3x8 3x6 5-4-85-4-8 10-9-05-4-8 5-4-8 5-4-8 10-9-0 5-4-8 7-3-1114-5-1110-1-1214-5-118.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.25 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.25 0.02 (loc) 4-5 4-5 8 4 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 No.2 *Except* 1-6: 2x4 SPF-S Stud, 1-5: 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-5, 3-5 REACTIONS. (size) 6=Mechanical, 8=0-3-0 Max Horz 6=271(LC 10) Max Uplift 8=-349(LC 10) Max Grav 6=521(LC 19), 8=592(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-252/0, 2-3=-303/127, 1-6=-421/0 BOT CHORD 5-6=-273/141 WEBS 2-5=-411/287, 3-5=-403/526, 1-5=-4/313, 3-8=-594/350 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 5-4-8, Interior(1) 5-4-8 to 10-4-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 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) except (jt=lb) 8=349. 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) Load case(s) 2, 16, 17, 18, 19, 20 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 6-9=-50, 9-10=-35, 4-10=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 2 June 18,2021 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 B21101740 Truss T16 Truss Type ROOF SPECIAL Qty 3 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632589 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:17 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-aqUBLkbJ6FDZljhQIDJ6ToGYoVlkYV_poznvitz5KBi LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=30, 2-3=24, 4-6=-12 Horz: 1-2=-42, 2-3=-36 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-40, 4-6=-20 Horz: 1-3=20 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-15, 4-6=-12 Horz: 1-3=3 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=11, 4-6=-12 Horz: 1-3=-23 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-34, 4-6=-20 Horz: 1-3=14 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-9, 4-6=-20 Horz: 1-3=-11 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=28, 4-6=-12 Horz: 1-3=-40 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=11, 4-6=-12 Horz: 1-3=-23 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=28, 4-6=-12 Horz: 1-3=-40 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=11, 4-6=-12 Horz: 1-3=-23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=8, 4-6=-20 Horz: 1-3=-28 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-9, 4-6=-20 Horz: 1-3=-11 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 6-9=-60, 9-10=-40, 4-10=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-61, 6-9=-50, 9-10=-35, 4-10=-50 Horz: 1-3=11 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-42, 6-9=-50, 9-10=-35, 4-10=-50 Horz: 1-3=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33 , Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-29, 6-9=-50, 9-10=-35, 4-10=-50 Horz: 1-3=-21 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-42, 6-9=-50, 9-10=-35, 4-10=-50 Horz: 1-3=-8 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-28, 4-6=-12 Horz: 1-3=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 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 B21101740 Truss T16 Truss Type ROOF SPECIAL Qty 3 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632589 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:17 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-aqUBLkbJ6FDZljhQIDJ6ToGYoVlkYV_poznvitz5KBi LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-3=4, 4-6=-12 Horz: 1-3=-16 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 B21101740 Truss T17 Truss Type Piggyback Base Structural Gable COMMON Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632590 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-202aY4cxtZLQNsGcswqL0?pgRv03HtUy1dWSEJz5KBh Scale = 1:65.5 1 2 3 4 5 6 78 16 15 14 13 12 11 9 17 18 19 20 10 3x6 4x6 2x4 3x4 8x8 5x6 5x6 3x6 3x6 3x6 3x6 6x8 2x4 5x8 7-0-0 7-0-0 13-9-8 6-9-8 15-2-0 1-4-8 21-1-8 5-11-8 28-5-8 7-4-0 29-7-8 1-2-0 30-7-0 0-11-8 7-0-0 7-0-0 13-9-8 6-9-8 15-2-0 1-4-8 21-9-12 6-7-12 28-5-8 6-7-12 30-7-0 2-1-8 0-9-910-10-143-8-08.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-2-0], [11:0-4-0,0-2-8], [14:0-4-4,0-2-8], [15:0-2-8,0-1-8], [16:Edge,0-6-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.56 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.28 0.08 0.06 (loc) 11-12 11-12 9 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 171 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-9,7-11,7-9: 2x4 SPF No.2, 1-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-3 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-5-15 oc bracing: 15-16 9-1-12 oc bracing: 14-15. WEBS 1 Row at midpt 2-14, 4-14, 4-13, 7-11, 7-9 REACTIONS. (size) 9=1-3-0, 16=0-5-8, 10=0-3-8 Max Horz 16=393(LC 10) Max Uplift 9=-138(LC 7), 16=-99(LC 10), 10=-84(LC 7) Max Grav 9=831(LC 1), 16=1199(LC 1), 10=393(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1666/131, 2-4=-1255/177, 4-5=-1161/281, 5-6=-1115/227, 6-7=-1159/243, 1-16=-1133/136 BOT CHORD 15-16=-475/446, 14-15=-409/1300, 13-14=-276/1067, 12-13=-267/1058 WEBS 2-14=-501/226, 4-13=-266/207, 5-13=-174/375, 5-12=-115/294, 6-12=-443/209, 7-12=-296/1332, 7-9=-1089/197, 1-15=0/964 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, Interior(1) 5-5-6 to 7-8-0, Exterior(2R) 7-8-0 to 22-7-15, Interior(1) 22-7-15 to 25-1-10, Exterior(2E) 25-1-10 to 30-5-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10 except (jt=lb) 9=138. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2021 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 B21101740 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 24 Gray Oaks Job Reference (optional) I46632591 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-_PAKzmdCPAb8cAQ_zLsp5Qu?UijlllQFVw?ZICz5KBf Scale = 1:32.5 1 2 3 45 10 9876 11 12 13 14 15 3x4 3x12 4x6 4x6 4x8 4x6 3x12 10x10 10x10 4x10 2-6-102-6-10 6-3-83-8-14 10-0-63-8-14 12-8-82-8-2 2-6-10 2-6-10 6-3-8 3-8-14 10-0-6 3-8-14 12-8-8 2-8-2 1-5-125-2-101-5-1212.00 12 Plate Offsets (X,Y)-- [6:Edge,0-3-8], [7:0-3-8,0-5-0], [9:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.48 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.18 0.02 0.05 (loc) 7-8 7-8 6 7-8 l/defl >999 >841 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 136 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 *Except* 1-9,3-8,5-7: 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 (4-7-10 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-3-8, 6=0-3-8 Max Horz 10=-137(LC 4) Max Uplift 6=-260(LC 9) Max Grav 10=2746(LC 2), 6=4617(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-2198/0, 1-2=-4589/0, 2-3=-3557/0, 3-4=-3549/0, 4-5=-6685/294, 5-6=-3003/151 BOT CHORD 9-10=-98/283, 8-9=0/4850, 7-8=-298/6867, 6-7=-29/355 WEBS 1-9=0/4862, 2-9=-1943/124, 2-8=-2437/0, 3-8=0/4697, 4-8=-4535/436, 4-7=-1347/0, 5-7=-313/6976 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 9-2 2x4 - 1 row at 0-7-0 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) 6=260. 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) 668 lb down at 1-11-4, 668 lb down at 3-11-4, 668 lb down at 5-11-4, 1496 lb down and 161 lb up at 7-11-4, and 1496 lb down and 161 lb up at 9-11-4, and 1499 lb down and 157 lb up at 11-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 June 18,2021 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 B21101740 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 24 Gray Oaks Job Reference (optional) I46632591 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:20 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-_PAKzmdCPAb8cAQ_zLsp5Qu?UijlllQFVw?ZICz5KBf LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 7=-1358(B) 11=-613(B) 12=-613(B) 13=-613(B) 14=-1358(B) 15=-1361(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 B21101740 Truss TG02 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 24 Gray Oaks Job Reference (optional) I46632592 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-pZXbEpiz?0LHL5u8KczDKh85p7qB9bA7tsStWsz5KBZ Scale = 1:71.9 1 2 3 4 5 6 7 8 9 10 15 14 13 12 1160 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 3x6 4x6 4x8 3x6 3x8 4x6 3x4 3x6 4x6 3x4 4x6 4x6 3x4 8x8 10-9-210-9-2 17-5-146-8-13 28-3-010-9-2 -1-2-8 1-2-8 5-6-5 5-6-5 10-9-2 5-2-13 17-5-14 6-8-13 22-8-11 5-2-13 28-3-0 5-6-5 29-5-8 1-2-8 1-2-1412-0-01-2-1412-0-012.00 12 Plate Offsets (X,Y)-- [4:0-1-8,0-1-8], [5:0-4-4,0-1-12], [6:0-6-4,0-1-12], [13:0-4-0,0-4-8], [53:0-0-10,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.22 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.10 0.01 0.07 (loc) 11-12 11-12 11 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 591 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-14,6-14,6-12: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 17-18,25-26,27-28,43-45: 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.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS. (size) 15=0-10-0, 11=0-10-0 Max Horz 15=342(LC 7) Max Uplift 15=-385(LC 5), 11=-389(LC 4) Max Grav 15=1160(LC 2), 11=1160(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-498/319, 4-5=-998/427, 5-6=-640/365, 6-7=-1004/427, 7-9=-500/322, 2-15=-520/314, 9-11=-521/316 BOT CHORD 14-15=-461/871, 12-14=-311/742, 11-12=-239/725 WEBS 4-14=-251/292, 5-14=-220/375, 6-12=-279/431, 7-12=-251/292, 4-15=-738/240, 7-11=-743/238 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=385, 11=389. Continued on page 2 June 18,2021 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 B21101740 Truss TG02 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 24 Gray Oaks Job Reference (optional) I46632592 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:26 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-pZXbEpiz?0LHL5u8KczDKh85p7qB9bA7tsStWsz5KBZ NOTES- 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. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 29 lb up at 0-3-7, and 1 lb down and 29 lb up at 27-11-9 on top chord, and 14 lb down and 47 lb up at 2-3-7, 14 lb down and 47 lb up at 4-3-7, 14 lb down and 47 lb up at 6-3-7, 14 lb down and 47 lb up at 8-3-7, 14 lb down and 47 lb up at 10-3-7, 14 lb down and 47 lb up at 12-3-7, 14 lb down and 47 lb up at 14-3-7, 14 lb down and 47 lb up at 16-3-7, 14 lb down and 47 lb up at 18-3-7, 14 lb down and 47 lb up at 20-3-7, 14 lb down and 47 lb up at 22-3-7, and 14 lb down and 47 lb up at 24-3-7, and 14 lb down and 47 lb up at 26-3-7 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=-60, 2-5=-60, 5-6=-60, 6-9=-60, 9-10=-60, 11-15=-20 Concentrated Loads (lb) Vert: 13=29 60=29 62=29 63=29 65=29 66=29 68=29 69=29 70=29 71=29 73=29 74=29 76=29 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 B21101740 Truss TG03 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 24 Gray Oaks Job Reference (optional) I46632593 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-lxfMfVjDXeb?aP1XR1?hQ6DPRxTcdU4QKAx_akz5KBX Scale = 1:71.2 1 2 3 4 5 11 10 9 87612 13 14 15 4x6 4x8 4x6 4x6 2x4 4x6 3x4 3x8 3x6 4x6 4x6 4-5-24-5-2 11-1-146-8-13 16-4-115-2-13 21-11-05-6-5 4-5-2 4-5-2 11-1-14 6-8-13 16-4-11 5-2-13 21-11-0 5-6-5 7-6-1412-0-01-2-1412-0-012.00 12 Plate Offsets (X,Y)-- [2:0-6-4,0-1-12], [3:0-4-4,0-1-12], [6:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.36 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 0.01 0.01 (loc) 6-7 6-7 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 296 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-10,2-8,3-8,1-10: 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.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 11=0-5-8, 6=0-5-8 Max Horz 11=-392(LC 25) Max Uplift 11=-25(LC 9) Max Grav 11=1209(LC 2), 6=2050(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-640/143, 2-3=-691/156, 3-4=-1070/116, 4-5=-1910/0, 1-11=-1160/58, 5-6=-1584/0 BOT CHORD 10-11=-260/333, 8-10=-123/515, 7-8=0/1288, 6-7=-24/323 WEBS 2-10=-458/161, 2-8=-73/657, 3-8=0/453, 4-8=-1006/93, 4-7=0/1050, 1-10=-86/775, 5-7=0/979 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 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) 453 lb down at 15-10-4, and 453 lb down at 17-10-4, and 453 lb down at 19-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 June 18,2021 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 B21101740 Truss TG03 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 24 Gray Oaks Job Reference (optional) I46632593 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:28 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-lxfMfVjDXeb?aP1XR1?hQ6DPRxTcdU4QKAx_akz5KBX LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 6-11=-20 Concentrated Loads (lb) Vert: 13=-399(B) 14=-399(B) 15=-399(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 B21101740 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632594 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-iKn63BlT2FrjpiBvZS29VXJfDk6W5TFjoUQ5fdz5KBV Scale = 1:21.3 1 2 32x4 2x4 2x4 5-4-8 5-4-8 0-0-43-7-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.87 0.52 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: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-4-2, 3=5-4-2 Max Horz 1=127(LC 10) Max Uplift 3=-81(LC 10) Max Grav 1=191(LC 1), 3=205(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. June 18,2021 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 B21101740 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632595 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-AWLUHWm5pZzaRsm679ZO1lr0m8avqwVt08AeB3z5KBU Scale = 1:10.8 1 2 3 2x4 2x4 2x4 2-4-8 2-4-8 0-0-41-7-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.06 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: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-4-2, 3=2-4-2 Max Horz 1=48(LC 10) Max Uplift 3=-30(LC 10) Max Grav 1=71(LC 1), 3=76(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. June 18,2021 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 B21101740 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632596 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-ejusUsmjas5R30LIgt4dayO4_YnCZNl0FovCkVz5KBT Scale = 1:23.0 1 2 32x4 2x4 2x4 5-10-0 5-10-0 0-0-43-10-108.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.54 0.63 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: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-9-10, 3=5-9-10 Max Horz 1=140(LC 10) Max Uplift 3=-88(LC 10) Max Grav 1=210(LC 1), 3=224(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. June 18,2021 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 B21101740 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632597 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-6vSEiCnMLAEHgAwUEabs7AxLByFmIq?9USflGyz5KBS Scale = 1:12.3 1 2 3 2x4 2x4 2x4 2-10-0 2-10-0 0-0-41-10-108.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.10 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: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-9-10, 3=2-9-10 Max Horz 1=60(LC 10) Max Uplift 3=-38(LC 10) Max Grav 1=90(LC 1), 3=96(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. June 18,2021 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 B21101740 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632598 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-2Ia?7upctnU?wU4tM?dKCb0ajluVmjxSxm8sKqz5KBQ Scale = 1:32.4 1 2 3 43x6 4x6 3x6 2x4 10-0-1310-0-13 10-1-10-0-4 5-0-9 5-0-9 10-1-1 5-0-9 0-0-45-0-90-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.63 0.21 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=10-0-9, 3=10-0-9, 4=10-0-9 Max Horz 1=-120(LC 6) Max Uplift 1=-39(LC 11), 3=-39(LC 11), 4=-12(LC 10) Max Grav 1=210(LC 1), 3=210(LC 1), 4=332(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 18,2021 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 B21101740 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632599 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-WU8NKEqEe5csXde3vi9ZkoZoG9EiVB6cAQtPtGz5KBP Scale = 1:25.5 1 2 3 43x4 4x6 3x4 2x4 0-0-40-0-4 7-5-17-4-13 3-8-9 3-8-9 7-5-1 3-8-9 0-0-43-8-90-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.21 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=7-4-9, 3=7-4-9, 4=7-4-9 Max Horz 1=86(LC 7) Max Uplift 1=-31(LC 11), 3=-31(LC 11), 4=-6(LC 10) Max Grav 1=149(LC 1), 3=149(LC 1), 4=239(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 18,2021 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 B21101740 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632600 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-?gilXaqsPPkj9nDGTQgoH05?1Zc2EellP4dzPjz5KBO Scale = 1:14.7 1 2 3 4 2x4 4x6 2x4 2x4 4-8-134-8-13 4-9-10-0-4 2-4-9 2-4-9 4-9-1 2-4-9 0-0-42-4-90-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.08 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-8-9, 3=4-8-9, 4=4-8-9 Max Horz 1=-52(LC 6) Max Uplift 1=-26(LC 11), 3=-26(LC 11) Max Grav 1=97(LC 1), 3=97(LC 1), 4=130(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 18,2021 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 B21101740 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632601 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-TtG7lwrUAisanxoS17B1qDeD5zzvz5EudkMWx9z5KBN Scale: 1.5"=1' 1 2 3 2x4 3x4 2x4 2-0-132-0-13 2-1-10-0-4 1-0-9 1-0-9 2-1-1 1-0-9 0-0-41-0-90-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-0-9, 3=2-0-9 Max Horz 1=-18(LC 6) Max Uplift 1=-5(LC 11), 3=-5(LC 11) Max Grav 1=55(LC 1), 3=55(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 18,2021 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 B21101740 Truss V09 Truss Type Valley Qty 2 Ply 1 Wedgewood 24 Gray Oaks Job Reference (optional) I46632602 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 16:20:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Yns4Ul2LzRMW5UWjKycZThz5Ll0-x3qWyGs6x0_RO5NebriGMRBKHMHLiYU2sO63Tbz5KBM Scale = 1:13.9 1 2 3 2x4 2x4 2x4 3-3-12 3-3-12 0-0-42-2-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-3-12, 3=3-3-12 Max Horz 1=73(LC 10) Max Uplift 3=-46(LC 10) Max Grav 1=109(LC 1), 3=117(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. June 18,2021 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 87 654321BOTTOM 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 System General 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