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HomeMy WebLinkAbout3GO - 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). May 6,2021 Liu, Xuegang Pages or sheets covered by this seal: I45985062 thru I45985137 My license renewal date for the state of Indiana is July 31, 2022. B21101216 Wedgewood 3 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 B21101216 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985062 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:14:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-yGpJToE1B8ri9ilf9yH1a2LEEbOh3XnbS7qU5WzJVIq Scale = 1:73.4 1 23 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 2928 50 51 4x8 3x4 4x6 4x6 4x6 3x4 4x8 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 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 27-7-027-7-0 -1-2-8 1-2-8 13-9-8 13-9-8 27-7-0 13-9-8 28-9-8 1-2-8 1-9-910-11-141-9-98.00 12 Plate Offsets (X,Y)-- [9:0-2-12,0-2-4], [19:0-2-12,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.42 0.16 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.01 0.00 (loc) 27 27 28 26-27 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 202 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 14-38,13-39,12-41,15-37,16-36: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 14-38, 13-39, 12-41, 15-37, 16-36 REACTIONS.All bearings 27-7-0. (lb) - Max Horz 49=-314(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 39, 41, 42, 43, 44, 45, 46, 47, 37, 36, 35, 34, 33, 32, 31, 30 except 49=-248(LC 6), 28=-216(LC 7), 48=-266(LC 7), 29=-239(LC 6) Max Grav All reactions 250 lb or less at joint(s) 39, 41, 42, 43, 44, 45, 46, 47, 37, 36, 35, 34, 33, 32, 31, 30 except 49=313(LC 18), 28=288(LC 17), 38=289(LC 11), 48=329(LC 8), 29=301(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-49=-369/326, 8-10=-141/263, 10-11=-164/303, 11-12=-186/342, 12-13=-216/393, 13-14=-221/403, 14-15=-221/403, 15-16=-216/393, 16-17=-186/342, 17-18=-164/303, 18-20=-141/263, 26-28=-337/296 WEBS 14-38=-356/157, 3-49=-515/499, 25-28=-461/442 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, Exterior(2N) 4-1-2 to 8-5-8, Corner(3R) 8-5-8 to 19-1-8, Exterior(2N) 19-1-8 to 23-5-14, Corner(3E) 23-5-14 to 28-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable 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) 39, 41, 42, 43, 44, 45, 46, 47, 37, 36, 35, 34, 33, 32, 31, 30 except (jt=lb) 49=248, 28=216, 48=266, 29=239. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.May 6,2021 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 B21101216 Truss GE02 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985063 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:14:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-fBP5ZDMJqD5HLEWak2SN_9m?IdriP563lhF0SxzJVIg Scale = 1:78.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 5x6 5x6 3x8 5x6 5x6 5x6 5x6 43-7-843-7-8 -0-10-8 0-10-8 17-1-11 17-1-11 29-3-5 12-1-10 43-7-8 14-4-3 0-6-1412-0-02-5-312-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [10:0-3-0,0-3-0], [15:0-4-4,0-2-4], [24:0-4-4,0-2-4], [29:0-3-0,0-3-0], [58:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.13 0.05 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 1 1 36 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 383 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 No.2 *Except* 11-61,10-62,9-63,8-64,7-65,6-66,5-67,4-68,3-69,28-43,29-42,30-41 ,31-40,32-39,33-38,34-37: 2x4 SPF-S Stud WEDGE Left: 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.): 15-24. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 24-47, 23-48, 22-50, 21-51, 20-52, 19-53, 18-54, 17-55, 16-56, 15-57, 14-58, 13-59, 12-60, 11-61, 25-46, 26-45, 27-44, 28-43 REACTIONS.All bearings 43-7-8. (lb) - Max Horz 2=334(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 47, 48, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 46, 45, 44, 43, 42, 41, 40, 39, 38, 37 except 2=-206(LC 6) Max Grav All reactions 250 lb or less at joint(s) 36, 47, 48, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 46, 45, 44, 43, 42, 41, 40, 39, 38, 37 except 2=260(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-387/358, 3-4=-333/314, 4-5=-318/307, 5-6=-308/305, 6-7=-296/301, 7-8=-284/298, 8-9=-273/295, 9-10=-261/292, 10-11=-249/317, 11-12=-237/340, 12-13=-228/365, 13-14=-255/408, 14-15=-264/429, 15-16=-231/381, 16-17=-230/381, 17-18=-230/381, 18-19=-230/381, 19-20=-230/381, 20-21=-230/381, 21-22=-230/381, 22-23=-230/381, 23-24=-231/381, 24-25=-264/429, 25-26=-254/408, 26-27=-228/363, 27-28=-203/321, 28-29=-181/282 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) -0-10-8 to 4-5-2, Exterior(2N) 4-5-2 to 11-10-1, Corner(3R) 11-10-1 to 22-5-9, Exterior(2N) 22-5-9 to 23-9-9, Corner(3R) 23-9-9 to 34-5-9, Exterior(2N) 34-5-9 to 38-2-10, Corner(3E) 38-2-10 to 43-6-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 May 6,2021 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 B21101216 Truss GE02 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985063 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:14:59 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-fBP5ZDMJqD5HLEWak2SN_9m?IdriP563lhF0SxzJVIg NOTES- 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 47, 48, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 46, 45, 44, 43, 42, 41, 40, 39, 38, 37 except (jt=lb) 2=206. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21101216 Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985064 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:15:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-3m5ECEOB78TrCiE9QB?4coNTWqqecR3WReUg3GzJVId Scale = 1:63.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 2726 25 24 23 22 21 20 19 18 17 16 3x4 3x6 4x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-7-014-7-0 -0-10-8 0-10-8 7-3-8 7-3-8 14-7-0 7-3-8 15-5-8 0-10-8 1-0-149-6-151-0-1414.00 12 Plate Offsets (X,Y)-- [8: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.32 0.16 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 15 15 16 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 100 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 8-22: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22 REACTIONS.All bearings 14-7-0. (lb) - Max Horz 28=-287(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 23, 25, 26, 21, 19, 18 except 28=-354(LC 8), 16=-294(LC 9), 24=-108(LC 10), 27=-351(LC 10), 20=-108(LC 11), 17=-333(LC 11) Max Grav All reactions 250 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=446(LC 7), 16=390(LC 6), 22=342(LC 11), 27=330(LC 8), 17=292(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-28=-263/201, 2-3=-293/259, 6-7=-202/274, 7-8=-249/333, 8-9=-249/333, 9-10=-202/274, 13-14=-262/217 WEBS 8-22=-428/274 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) -0-10-8 to 4-7-8, Corner(3R) 4-7-8 to 9-11-8, Corner(3E) 9-11-8 to 15-5-8 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) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 25, 26, 21, 19, 18 except (jt=lb) 28=354, 16=294, 24=108, 27=351, 20=108, 17=333. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss GE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985065 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:15:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-08D_dwQRfljZS?OYXc2YhDTjWePx4Coovyzn78zJVIb Scale = 1:62.5 1 2 3 4 5 7 6 22 23 24 25 4x8 3x4 4x8 4x6 2x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-7-127-7-12 15-3-87-7-12 7-7-12 7-7-12 15-3-8 7-7-12 0-10-1311-1-28.00 12 Plate Offsets (X,Y)-- [1:0-5-13,0-0-6], [4:0-4-0,0-2-4], [5:0-0-13,0-1-8] 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-MS 0.74 0.62 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.18 -0.04 0.11 (loc) 6-7 6-7 1 7-20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 91 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 8-9: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -t 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. WEBS 1 Row at midpt 5-6, 3-6 REACTIONS. (size) 1=Mechanical, 6=0-3-8 Max Horz 1=403(LC 10) Max Uplift 6=-270(LC 10) Max Grav 1=725(LC 17), 6=805(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-778/0 BOT CHORD 1-7=-237/670, 6-7=-237/670 WEBS 3-7=0/433, 3-6=-825/293 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) 0-0-0 to 5-3-10, Interior(1) 5-3-10 to 9-10-2, Exterior(2E) 9-10-2 to 15-1-12 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 studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=270. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss GE05 Truss Type GABLE Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985066 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:15:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-yXKl1cRiBN_HhJYwf040meY5xR7bY5_5MGSuC1zJVIZ Scale = 1:73.9 1 2 3 4 5 6 7 16 15 14 13 12 11 9 8 31 32 33 34 35 10 36 4x8 4x8 3x6 2x4 3x6 3x4 3x4 2x4 3x8 5x6 3x4 4x6 2x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-7-66-7-6 13-0-46-4-14 17-7-04-6-12 21-3-03-8-0 29-0-127-9-12 6-7-6 6-7-6 13-0-4 6-4-14 15-10-9 2-10-5 21-3-0 5-4-7 23-0-0 1-9-0 29-0-12 6-0-12 5-0-79-6-1511-5-132-8-64.19 12 8.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-1-8], [13:0-1-7,0-1-0], [28:0-1-12,0-0-0] 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 0.61 0.42 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 -0.01 0.02 (loc) 8-9 8-9 8 9 l/defl >999 >675 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 177 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* 4-12,4-9: 2x4 SPF No.2, 1-16,7-8: 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 2-12, 3-12, 4-12 REACTIONS.All bearings 17-7-0 except (jt=length) 8=Mechanical, 10=0-3-8. (lb) - Max Horz 16=333(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 13, 8, 15 except 16=-111(LC 6), 12=-197(LC 10) Max Grav All reactions 250 lb or less at joint(s) 16, 14, 15, 10 except 13=496(LC 25), 12=1042(LC 2), 8=659(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-6=-551/344, 6-7=-582/188, 7-8=-534/183 BOT CHORD 15-16=-307/121, 14-15=-307/121, 13-14=-307/121 WEBS 2-13=-317/150, 4-12=-629/147, 4-9=-274/615, 6-9=-434/355, 7-9=-18/373 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 13-0-4, Exterior(2R) 13-0-4 to 21-2-3, Interior(1) 21-2-3 to 23-7-6, Exterior(2E) 23-7-6 to 28-11-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8, 15 except (jt=lb) 16=111, 12=197. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss GE06 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985067 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:15:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-fSxX81ZzqREsurJrE7GMAlztWTcwum8ZfqtQYSzJVIP Scale = 1:99.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3233 34 35 36 37 38 39 40 41 42 43 44 45 46 88 87 86 85 84 83 82 81 80 79 78 77 76 7574 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 3x4 3x4 8x8 5x6 6x6 6x6 6x6 3x6 5x6 5x6 4x6 55-3-055-3-0 15-1-11 15-1-11 38-1-5 22-11-10 55-3-0 17-1-11 56-1-8 0-10-8 1-10-1412-0-00-6-1412-0-08.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-4-8], [13:0-3-0,0-3-8], [26:0-3-0,0-4-4], [37:0-3-0,0-4-4], [45:0-0-0,0-0-4], [57:0-3-0,0-3-0], [66:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.16 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.02 -0.00 (loc) 45 45 45 45 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 548 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 9-80,8-81,7-82,6-83,5-84,4-85,3-86,2-87,36-54,38-53,39-52,40-51 ,41-50,42-49,43-48,44-47: 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.): 13-32. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 32-58, 31-59, 30-60, 29-61, 28-62, 27-63, 25-64, 24-65, 23-66, 22-67, 21-68, 20-69, 19-70, 18-71, 17-72, 16-73, 15-74, 14-76, 12-77, 11-78, 10-79, 33-57, 34-56, 35-55 REACTIONS.All bearings 55-3-0. (lb) - Max Horz 88=-326(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 78, 79, 80, 81, 82, 83, 84, 85, 86, 57, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47 except 88=-267(LC 8), 87=-231(LC 7), 45=-107(LC 7) Max Grav All reactions 250 lb or less at joint(s) 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 57, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47, 45 except 88=282(LC 7), 87=280(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-163/267, 9-10=-184/306, 10-11=-212/351, 11-12=-237/394, 12-13=-238/397, 13-14=-215/367, 14-15=-215/367, 15-16=-215/367, 16-17=-215/367, 17-18=-215/367, 18-19=-215/367, 19-20=-215/367, 20-21=-215/367, 21-22=-215/367, 22-23=-215/367, 23-24=-215/367, 24-25=-215/367, 25-27=-215/367, 27-28=-215/367, 28-29=-215/367, 29-30=-215/367, 30-31=-215/367, 31-32=-216/368, 32-33=-239/400, 33-34=-236/392, 34-35=-212/349, 35-36=-184/304, 36-38=-163/280, 38-39=-174/256, 44-45=-274/262 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 5-11-9, Exterior(2N) 5-11-9 to 9-7-6, Corner(3R) 9-7-6 to 20-7-9, Exterior(2N) 20-7-9 to 32-7-0, Corner(3R) 32-7-0 to 43-7-10, Exterior(2N) 43-7-10 to 50-7-3, Corner(3E) 50-7-3 to 56-1-8 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) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 May 6,2021 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 B21101216 Truss GE06 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985067 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:15:17 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-7eVvLNabblMjW?u1oqnbjyV2Fty9dDNjuUcz4uzJVIO NOTES- 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 78, 79, 80, 81, 82, 83, 84, 85, 86, 57, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47 except (jt=lb) 88=267, 87=231, 45=107. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 45. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21101216 Truss GE08 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985068 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:15:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-0QkQBkd6f_t9_cBp1grXtogltUJaZ0SJp6aAEfzJVIK Scale = 1:83.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 3x6 4x6 2x4 2x4 4x6 3x8 3x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2-9-102-9-10 17-7-614-9-11 -1-2-8 1-2-8 10-4-0 10-4-0 17-7-6 7-3-6 0-6-1112-7-52-0-52-1-214.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-2-8,1-4-11], [2:0-3-4,Edge], [2:0-1-10,0-2-2], [9: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.13 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 0.00 0.00 -0.00 (loc) 1 1 16 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 124 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 9-22,8-23,10-21: 2x4 SPF No.2 WEDGE Left: 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 9-22, 8-23, 10-21 REACTIONS.All bearings 17-7-6. (lb) - Max Horz 2=362(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 28, 23, 26, 21, 19, 18 except 16=-152(LC 9), 2=-274(LC 6), 22=-186(LC 9), 24=-106(LC 10), 25=-105(LC 10), 27=-286(LC 10), 20=-112(LC 11), 17=-258(LC 11) Max Grav All reactions 250 lb or less at joint(s) 28, 23, 24, 25, 26, 21, 20, 19, 18, 17 except 16=254(LC 11), 2=404(LC 18), 22=490(LC 11), 27=277(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-432/403, 3-4=-311/287, 4-6=-288/295, 6-7=-261/288, 7-8=-304/361, 8-9=-340/406, 9-10=-340/406, 10-11=-304/361, 11-12=-215/252 WEBS 9-22=-534/406, 3-27=-360/308 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, Exterior(2N) 4-1-2 to 5-0-0, Corner(3R) 5-0-0 to 12-2-0, Corner(3E) 12-2-0 to 17-5-10 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) 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) 28, 23, 26, 21, 19, 18 except (jt=lb) 16=152, 2=274, 22=186, 24=106, 25=105, 27=286, 20=112, 17=258. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 16, 28, 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.May 6,2021 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 B21101216 Truss GE09 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985069 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:15:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-ra6hRnitEqdIiXfyNxyx73wjNvLtzjABB11VRJzJVIE Scale = 1:65.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 2726 25 24 23 22 21 20 19 18 17 16 3x6 3x6 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-7-014-7-0 -1-2-8 1-2-8 7-3-8 7-3-8 14-7-0 7-3-8 15-9-8 1-2-8 1-5-99-11-101-5-914.00 12 Plate Offsets (X,Y)-- [8: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.44 0.20 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) 15 15 16 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 106 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 8-22: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22 REACTIONS.All bearings 14-7-0. (lb) - Max Horz 28=-312(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 23, 25, 26, 21, 19, 18 except 28=-448(LC 6), 16=-406(LC 7), 24=-111(LC 10), 27=-420(LC 7), 20=-111(LC 11), 17=-390(LC 6) Max Grav All reactions 250 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=512(LC 7), 16=470(LC 6), 22=425(LC 11), 27=434(LC 8), 17=401(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-28=-295/266, 2-3=-282/283, 5-6=-157/263, 6-7=-249/377, 7-8=-290/425, 8-9=-290/425, 9-10=-249/377, 10-11=-157/263, 13-14=-256/257, 14-16=-274/241 WEBS 8-22=-559/332 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 10-5-14, Corner(3E) 10-5-14 to 15-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 25, 26, 21, 19, 18 except (jt=lb) 28=448, 16=406, 24=111, 27=420, 20=111, 17=390. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss GE10 Truss Type Piggyback Base Structural Gable COMMON Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985070 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:15:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-F8np4pklXl?tZ?NX33WekiYBo6M2A?ldt?G92ezJVIB Scale = 1:74.1 12 3 765 4 25 26 27 2x4 3x4 3x6 2x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 5-4-25-4-2 10-7-85-3-6 12-7-01-11-8 5-4-2 5-4-2 12-7-0 7-2-14 12-0-0LOADING (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 0.30 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.06 0.00 0.01 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 183 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 No.2 *Except* 8-9,11-12,11-13,16-18,19-20: 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-7, 3-4, 2-6, 2-5, 3-5 REACTIONS. (size) 7=0-3-8, 5=0-3-8 Max Uplift 7=-79(LC 6), 5=-117(LC 6) Max Grav 7=481(LC 2), 5=664(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-376/305 WEBS 1-6=-196/316, 2-6=-135/254, 2-5=-381/276 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 5-1-12, Exterior(2) 5-1-12 to 7-5-4, Corner(3) 7-5-4 to 12-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=117. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 6,2021 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 B21101216 Truss GE11 Truss Type Valley Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985071 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:15:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-fjTyirmeqgNSQS66kB3LMKAnOKQ1NTg4ZzUpfzzJVI8 Scale = 1:27.3 1 2 3 4 5 98762x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-10-8 6-10-8 0-0-44-7-08.00 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 0.28 0.09 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 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 6-10-8. (lb) - Max Horz 1=162(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7, 8, 9 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 7, 8, 9. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss GE12 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985072 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:15:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-YViTYCp8tuuuv4Qtz18HXAKVHxpcJCkfUbS1okzJVI4 Scale = 1:65.9 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 11-5-12 11-5-12 2-8-610-4-38.00 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 0.16 0.05 0.42 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 Weight: 92 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* 9-10: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 8-11,7-12: 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: 8-7-5 oc bracing: 18-19 8-7-11 oc bracing: 17-18. WEBS 1 Row at midpt 9-10, 8-11, 7-12 REACTIONS.All bearings 11-5-12. (lb) - Max Horz 19=298(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 10, 11, 12, 13, 14, 15, 16 except 19=-153(LC 8), 17=-451(LC 10) Max Grav All reactions 250 lb or less at joint(s) 10, 11, 12, 13, 14, 15, 16, 18 except 19=495(LC 10), 17=258(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-764/294, 1-2=-531/229, 2-3=-436/183, 3-4=-370/159, 4-5=-303/130 BOT CHORD 18-19=-473/196, 17-18=-473/196 WEBS 1-20=-291/702, 17-20=-321/778 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) 0-1-12 to 5-5-6, Exterior(2N) 5-5-6 to 6-0-6, Corner(3E) 6-0-6 to 11-4-0 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) 10, 11, 12, 13, 14, 15, 16 except (jt=lb) 19=153, 17=451. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss GE13 Truss Type Valley Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985073 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:15:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-Nf4koGuvTke1d?t1JIFhmRaV3MsRj_IYtXvL?OzJVI_ Scale = 1:19.2 1 2 3 4 765 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-10-14 4-10-14 0-0-43-3-48.00 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-P 0.20 0.02 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 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 4-10-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-10-14. (lb) - Max Horz 1=111(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(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, 5, 6, 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss M01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985074 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:15:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-nDltRHwomf0cUScc?QoOO4CvzZpMwLx_ZV8?bizJVHx Scale = 1:36.4 1 2 3 4 5 6 7 13 12 11 10 98 3x6 4x6 3x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-8-35-8-3 6-11-121-3-9 -1-2-8 1-2-8 6-11-12 6-11-12 1-4-116-0-82-5-63-7-28.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,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-R 0.67 0.26 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1 2 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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 6-11-12. (lb) - Max Horz 13=192(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 13, 8, 10 except 12=-227(LC 10) Max Grav All reactions 250 lb or less at joint(s) 13, 8, 9, 10, 11, 12 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) 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) Bearing at joint(s) 13, 9, 10, 11, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8, 10 except (jt=lb) 12=227. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8, 9, 10, 11, 12. 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. May 6,2021 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 B21101216 Truss M02 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985075 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:15:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-f??NGfzIpuW2z4vNEGtKYwNioAD7s7QaU66DkUzJVHt Scale = 1:26.1 1 2 3 5 4 6 7 3x8 3x4 2x4 3x6 3x4 4-2-84-2-8 -1-2-8 1-2-8 4-2-8 4-2-8 1-9-94-7-32-0-04-7-38.00 12 Plate Offsets (X,Y)-- [3:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.15 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.03 0.00 (loc) 4-5 4-5 7 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 7=0-3-0 Max Horz 5=107(LC 10) Max Uplift 7=-96(LC 10) Max Grav 5=252(LC 1), 7=152(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-262/88 WEBS 2-4=-69/264 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) 7 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) 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss M03 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985076 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:15:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-YmEu600pt71TShD9T6xGjmXIgnZnouM9Pk4QtFzJVHp Scale = 1:60.5 1 2 3 7 6 5 4 3x6 3x4 3x4 2x4 3x8 3x4 2x4 5-4-25-4-2 10-7-85-3-6 12-7-01-11-8 5-4-2 5-4-2 12-7-0 7-2-14 2-5-310-9-148.00 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 0.23 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.00 0.01 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 2x4 SPF No.2, 1-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-4, 2-5 REACTIONS. (size) 7=0-3-8, 5=0-3-8 Max Horz 7=327(LC 10) Max Uplift 5=-312(LC 10) Max Grav 7=406(LC 1), 5=636(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-345/0, 1-7=-358/0 BOT CHORD 6-7=-333/226, 5-6=-172/272 WEBS 2-5=-713/475, 2-4=-199/281, 1-6=0/261 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-4-2, Interior(1) 5-4-2 to 7-1-10, Exterior(2E) 7-1-10 to 12-5-4 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=312. 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. May 6,2021 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 B21101216 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 3 Gray Oaks Job Reference (optional) I45985077 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:15:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-U9MfXi23PkHBh?MXaWzkoBdjKbG9GtjSs2ZXy7zJVHn Scale = 1:21.1 1 2 3 4 5 6 3x8 3x4 3x6 3x4 4-3-04-3-0 4-3-0 4-3-0 0-9-93-7-92-0-03-7-98.00 12 Plate Offsets (X,Y)-- [2:0-4-8,Edge], [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.29 0.17 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.01 -0.00 (loc) 1-3 1-3 5 1-3 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-8, 5=0-3-8 Max Horz 1=118(LC 8) Max Grav 1=382(LC 1), 5=599(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=0/558 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, 2x3 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 338 lb down at 1-8-12, and 346 lb down at 3-10-4 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, 1-3=-20 Concentrated Loads (lb) Vert: 3=-346(F) 6=-338(F) May 6,2021 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 B21101216 Truss PB01 Truss Type Piggyback Qty 7 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985078 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:15:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-QXUPyO4JxLXvwIWwix0Ctci3GPxnkl8lJM2e00zJVHl Scale = 1:50.5 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 22-11-1022-11-10 11-5-13 11-5-13 22-11-10 11-5-13 0-4-77-6-60-1-80-4-70-1-88.00 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 0.20 0.16 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 8 9 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 71 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 21-5-12. (lb) - Max Horz 2=-190(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2 except 14=-150(LC 10), 15=-124(LC 10), 11=-150(LC 11), 10=-124(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=378(LC 20), 14=459(LC 17), 15=365(LC 17), 11=458(LC 18), 10=364(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-288/200, 6-11=-287/200 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 5-7-5, Interior(1) 5-7-5 to 6-2-3, Exterior(2R) 6-2-3 to 16-9-7, Interior(1) 16-9-7 to 17-4-5, Exterior(2E) 17-4-5 to 22-7-15 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) 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 except (jt=lb) 14=150, 15=124, 11=150, 10=124. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 6,2021 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 B21101216 Truss PB02 Truss Type Piggyback Qty 3 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985079 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-r69XaP6CEGvUnmFVN4ZwVEKa4cz4x2sB0KGIdLzJVHi Scale = 1:57.3 1 2 3 4 5 6 7 11 10 9 8 12 13 3x6 2x4 2x4 3x4 2x4 5x6 2x4 2x4 2x4 2x4 16-1-516-1-5 14-5-6 14-5-6 16-1-5 1-7-15 0-4-79-6-10-1-88-4-130-1-88.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [6:0-3-0,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-S 0.23 0.19 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 8 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 58 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8 REACTIONS.All bearings 15-4-6. (lb) - Max Horz 2=351(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 8, 2 except 10=-134(LC 10), 11=-134(LC 10), 9=-125(LC 10) Max Grav All reactions 250 lb or less at joint(s) 8, 2 except 10=415(LC 17), 11=400(LC 17), 9=517(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-370/214 WEBS 4-10=-251/183, 3-11=-255/175, 5-9=-292/178 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 5-7-5, Interior(1) 5-7-5 to 9-1-12, Exterior(2R) 9-1-12 to 14-5-6, Exterior(2E) 14-5-6 to 16-0-1 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2 except (jt=lb) 10=134, 11=134, 9=125. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 6,2021 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 B21101216 Truss PB03 Truss Type Piggyback Qty 3 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985080 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-nVHI?57Smu9C14PtUVcOafPuHQdNP1RUTelPiDzJVHg Scale = 1:25.2 1 2 3 45 6 7 8 4x6 3x4 3x4 2x4 12-1-1012-1-10 6-0-13 6-0-13 12-1-10 6-0-13 0-4-73-11-10-1-80-4-70-1-88.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [4:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.26 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 0.02 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: 31 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=10-7-12, 4=10-7-12, 6=10-7-12 Max Horz 2=-98(LC 8) Max Uplift 2=-54(LC 10), 4=-66(LC 11), 6=-15(LC 10) Max Grav 2=243(LC 1), 4=243(LC 1), 6=417(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-253/100 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 5-7-5, Exterior(2R) 5-7-5 to 6-6-5, Exterior(2E) 6-6-5 to 11-9-15 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) 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, 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. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 6,2021 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 B21101216 Truss PB04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985081 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-jtP2Qn9iHVPvGNZGcvesf4U84DG?tutnwyEVm6zJVHe Scale = 1:60.4 1 2 3 45 10 9 8 7 6 11 5x6 3x8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-10-812-10-8 12-0-7 12-0-7 12-10-8 0-10-1 1-5-139-6-19-7-90-1-88-11-60-1-88.00 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-R 0.74 0.44 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 59 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* 5-6: 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 5-6, 4-7 REACTIONS.All bearings 12-10-8. (lb) - Max Horz 10=306(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 10, 6, 7 except 8=-104(LC 10), 9=-301(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 10=271(LC 10), 7=342(LC 17), 8=469(LC 17), 9=515(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-350/233 WEBS 3-8=-272/188, 2-9=-304/267 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 6-8-13, Exterior(2R) 6-8-13 to 12-0-7, Exterior(2E) 12-0-7 to 12-8-12 zone;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 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6, 7 except (jt=lb) 8=104, 9=301. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 6,2021 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 B21101216 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985082 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-B4yQd7AK2pXmuX7SAd95CH1TudiGcN_w9c_3IYzJVHd Scale = 1:50.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 4x6 3x4 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 3x4 22-11-1022-11-10 11-5-13 11-5-13 22-11-10 11-5-13 0-4-77-6-60-1-80-4-70-1-88.00 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 0.10 0.06 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.01 0.00 (loc) 17 17 16 16 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 108 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 21-5-12. (lb) - Max Horz 2=-190(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 25, 26, 28, 29, 30, 31, 23, 22, 21, 20, 19, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 24, 25, 26, 28, 29, 30, 31, 23, 22, 21, 20, 19, 18, 16 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 5-7-5, Interior(1) 5-7-5 to 6-1-13, Exterior(2R) 6-1-13 to 16-9-13, Interior(1) 16-9-13 to 17-4-5, Exterior(2E) 17-4-5 to 22-7-15 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) 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, 25, 26, 28, 29, 30, 31, 23, 22, 21, 20, 19, 18. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 6,2021 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 B21101216 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985083 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-8S4B2pBbaQoU7rHrH2BZHi6nhRMS4GhDdwTANRzJVHb Scale = 1:60.4 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 193x6 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-1-516-1-5 14-5-6 14-5-6 16-1-5 1-7-15 0-4-79-6-10-1-88-4-130-1-88.00 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 0.21 0.14 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 -0.00 0.00 0.00 (loc) 1 1 11 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 84 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 9-12,8-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 9-12, 8-13 REACTIONS.All bearings 15-4-6. (lb) - Max Horz 2=352(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 11, 2, 13, 14 except 15=-103(LC 10), 16=-145(LC 10), 17=-119(LC 10) Max Grav All reactions 250 lb or less at joint(s) 11, 2, 12, 13, 14 except 15=372(LC 17), 16=462(LC 17), 17=324(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-410/240, 3-4=-309/183 WEBS 4-16=-281/196 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 5-7-5, Interior(1) 5-7-5 to 9-1-12, Exterior(2R) 9-1-12 to 14-5-6, Exterior(2E) 14-5-6 to 15-11-9 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) 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, 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, 2, 13, 14 except (jt=lb) 15=103, 16=145, 17=119. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 6,2021 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 B21101216 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985084 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-cfeZG9CDLkwLl?s1rlioqwf_Pqk6pmJNraCjvtzJVHa Scale = 1:25.2 1 2 3 4 5 6 7 89 14 13 12 11 10 15 16 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-1-1012-1-10 6-0-13 6-0-13 12-1-10 6-0-13 0-4-73-11-10-1-80-4-70-1-88.00 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 0.08 0.05 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 8 9 8 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 40 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 10-7-12. (lb) - Max Horz 2=98(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 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 Exterior(2E) 0-3-11 to 5-7-5, Exterior(2R) 5-7-5 to 6-6-5, Exterior(2E) 6-6-5 to 11-9-15 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 6,2021 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 B21101216 Truss PBE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985085 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-4rCxTUDr612CM8RDPTE1M7C?5E_UYBUW4EyGRJzJVHZ Scale = 1:60.4 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 5x6 4x6 4x6 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-7-012-7-0 12-0-7 12-0-7 12-7-0 0-6-9 1-5-139-6-19-7-90-1-89-1-110-1-88.00 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-R 0.72 0.36 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a 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-S Stud *Except* 11-12: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 10-12,9-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-12, 10-12, 9-13 REACTIONS.All bearings 12-7-0. (lb) - Max Horz 21=310(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 12, 13, 14, 15, 16, 17, 18 except 21=-191(LC 8), 20=-509(LC 10) Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14, 15, 16, 17, 18, 19 except 21=572(LC 10), 20=260(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-367/209, 1-2=-464/288, 2-3=-304/188, 3-4=-279/172 WEBS 2-20=-206/274 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 5-4-7, Interior(1) 5-4-7 to 6-8-7, Exterior(2R) 6-8-7 to 12-0-7, Exterior(2E) 12-0-7 to 12-5-4 zone;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) 12, 13, 14, 15, 16, 17, 18 except (jt=lb) 21=191, 20=509. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 6,2021 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 B21101216 Truss T01 Truss Type COMMON Qty 7 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985086 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-0EKiuAE5efIwcSbcWuGVRYHMs2Yo0wTpXXRNWCzJVHX Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 23 18 19 20 21 24 22 3x6 4x8 3x6 3x6 3x4 3x12 3x4 3x12 3x6 5x8 5x8 3x6 9-3-39-3-3 18-3-139-0-11 27-7-09-3-3 -1-2-8 1-2-8 6-6-0 6-6-0 13-9-8 7-3-8 21-1-0 7-3-8 27-7-0 6-6-0 28-9-8 1-2-8 1-9-910-11-141-9-98.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.88 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.39 0.04 0.04 (loc) 13-14 13-14 10 11-13 l/defl >999 >839 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-11,5-13: 2x4 SPF No.2, 2-14,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-10 REACTIONS. (size) 14=0-3-8, 10=0-3-8 Max Horz 14=-314(LC 8) Max Uplift 14=-155(LC 10), 10=-155(LC 11) Max Grav 14=1365(LC 17), 10=1365(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-318/157, 3-5=-1387/319, 5-7=-1387/319, 7-8=-318/157, 2-14=-381/177, 8-10=-381/177 BOT CHORD 13-14=-176/1282, 11-13=0/925, 10-11=-56/1116 WEBS 5-11=-157/663, 7-11=-237/290, 5-13=-157/663, 3-13=-237/290, 3-14=-1311/86, 7-10=-1311/86 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 8-5-14, Exterior(2R) 8-5-14 to 19-1-2, Interior(1) 19-1-2 to 23-5-14, Exterior(2E) 23-5-14 to 28-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) 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) 14=155, 10=155. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss T02 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985087 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-ycRSJsGMAGYerml?eIIzXzMglrG6Uua6?rwUa5zJVHV Scale = 1:84.2 1 2 3 4 567 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 3x6 5x8 5x10 MT18HS 3x6 3x8 3x6 3x8 2x4 3x6 2x4 3x8 3x6 10x10 2x4 2x4 4x6 3x6 3x4 3x4 8-7-78-7-7 15-6-126-11-5 17-1-111-6-15 23-2-86-0-13 29-3-56-0-13 33-1-123-10-7 37-9-94-7-13 43-7-85-9-15 -0-10-8 0-10-8 8-7-7 8-7-7 17-1-11 8-6-4 23-2-8 6-0-13 29-3-5 6-0-13 37-9-9 8-6-4 43-7-8 5-9-15 0-6-1412-0-02-5-312-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-5-12,0-2-0], [7:0-7-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.74 0.76 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.36 0.03 0.10 (loc) 2-20 2-20 11 2-20 l/defl >999 >520 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 232 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-20,9-13,9-12,10-12: 2x3 SPF No.2, 10-11: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,13-14. WEBS 1 Row at midpt 3-18, 5-17, 6-16, 7-14, 9-13 REACTIONS.All bearings 0-3-8. (lb) - Max Horz 2=298(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 11 except 13=-114(LC 11), 18=-160(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 2=970(LC 2), 13=1061(LC 2), 11=684(LC 18), 18=1259(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1158/143, 3-5=-602/220, 5-6=-565/275, 6-7=-565/275, 7-9=-665/223, 9-10=-632/111, 10-11=-597/100 BOT CHORD 2-20=-187/1010, 18-20=-187/1010, 17-18=-337/170, 16-17=-119/459, 14-16=-57/481, 13-14=-255/119, 12-13=-37/483 WEBS 3-20=0/456, 3-18=-1594/315, 3-17=-99/830, 5-17=-463/112, 5-16=-123/445, 6-16=-396/202, 7-16=-138/330, 7-14=-353/106, 9-14=-83/848, 9-13=-1163/250, 10-12=-43/486 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) -0-10-8 to 4-5-2, Interior(1) 4-5-2 to 9-7-12, Exterior(2R) 9-7-12 to 36-9-4, Interior(1) 36-9-4 to 38-2-2, Exterior(2E) 38-2-2 to 43-5-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 7 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11 except (jt=lb) 13=114, 18=160. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 6,2021 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 B21101216 Truss T03 Truss Type Common Qty 2 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985088 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-Rp?qWCH_xagVTwJBB0pC3BvygFiXDPcFEVf17XzJVHU Scale = 1:62.0 12 3 4 5 6 7 8 9 10 3x12 4x6 3x12 4x6 4x6 2x4 3x8 2x4 7-3-87-3-8 14-7-07-3-8 -0-10-8 0-10-8 3-0-0 3-0-0 7-3-8 4-3-8 11-7-0 4-3-8 14-7-0 3-0-0 15-5-8 0-10-8 1-0-149-6-151-0-1414.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:Edge,0-1-14], [8:0-7-8,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 0.29 0.37 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 0.01 0.01 (loc) 10-13 10-13 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 -t 1-6-0, Right 2x6 SPF No.2 -t 1-6-0 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=0-3-8, 8=0-3-8 Max Horz 2=-254(LC 8) Max Uplift 2=-76(LC 11), 8=-76(LC 10) Max Grav 2=636(LC 1), 8=636(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-570/144, 4-5=-491/191, 5-6=-491/191, 6-8=-570/144 BOT CHORD 2-10=-118/453, 8-10=-21/341 WEBS 5-10=-159/468 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) -0-10-8 to 4-5-2, Exterior(2R) 4-5-2 to 10-1-14, Exterior(2E) 10-1-14 to 15-5-8 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) 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) 2, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss T04 Truss Type Common Qty 2 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985089 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-v?ZCkYIcitoM53uNljKRcOS7Rf0Kyt?PS9PbfzzJVHT Scale = 1:61.7 12 3 4 5 6 7 9 8 3x12 4x6 2x4 4x6 3x8 3x4 2x4 3x6 7-3-87-3-8 14-4-07-0-8 -0-10-8 0-10-8 3-0-0 3-0-0 7-3-8 4-3-8 11-7-0 4-3-8 14-4-0 2-9-0 1-0-149-6-151-4-614.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.28 0.39 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 -0.01 0.01 (loc) 8-9 8-9 2 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 67 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* 7-8: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 -t 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=0-3-8, 8=Mechanical Max Horz 2=242(LC 7) Max Uplift 2=-74(LC 11), 8=-75(LC 10) Max Grav 2=622(LC 1), 8=566(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-556/140, 4-5=-476/188, 5-6=-477/188 BOT CHORD 2-9=-143/427, 8-9=-45/292 WEBS 5-9=-154/445, 6-8=-464/112 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 4-5-2, Exterior(2R) 4-5-2 to 8-10-10, Exterior(2E) 8-10-10 to 14-2-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss T05 Truss Type Common Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985090 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-NB7bxuIESBwCiDTZJRsg8c_A73HGhIWYhp98BPzJVHS Scale = 1:37.3 1 2 3 4 5 6 7 8 910 3x8 4x6 4x6 4x6 3x8 3x4 2x4 7-6-07-6-0 15-3-87-9-8 7-6-0 7-6-0 15-3-8 7-9-8 0-10-135-10-130-8-78.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-0-2], [5:0-4-4,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 0.80 0.73 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.21 0.02 0.07 (loc) 5-6 5-6 5 5-6 l/defl >829 >452 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 53 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 2x6 SPF No.2 -t 4-7-1, Right 2x4 SPF-S Stud -t 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-6-4 oc bracing. REACTIONS.All bearings 15-3-8. (lb) - Max Horz 1=-143(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-329(LC 11), 5=-350(LC 11), 6=-392(LC 1) Max Grav All reactions 250 lb or less at joint(s) except 1=811(LC 1), 5=829(LC 18), 5=804(LC 1), 6=565(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1027/617, 3-5=-1026/609 BOT CHORD 1-6=-373/741, 5-6=-373/741 WEBS 3-6=-485/645 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, Exterior(2R) 5-3-10 to 9-11-14, Exterior(2E) 9-11-14 to 15-3-8 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 329 lb uplift at joint 1, 350 lb uplift at joint 5 and 392 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. May 6,2021 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 B21101216 Truss T06 Truss Type Common Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985091 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-rNhz9DJsDV23KN2mt8NvhpXLiTe_QoMiwTuijszJVHR Scale = 1:36.3 1 2 3 4 5 6 15 16 17 18 4x10 4x6 4x8 3x4 2x4 4x6 7-6-07-6-0 15-3-87-9-8 7-6-0 7-6-0 15-3-8 7-9-8 0-10-135-10-130-8-78.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-4-4,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-MS 0.81 0.70 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.23 0.05 0.14 (loc) 6-13 6-13 1 6-13 l/defl >999 >805 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 47 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 2x6 SPF No.2 -t 1-6-0, Right 2x4 SPF-S Stud -t 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 5=0-3-8 Max Horz 1=-132(LC 6) Max Uplift 1=-70(LC 10), 5=-72(LC 11) Max Grav 1=715(LC 17), 5=717(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-804/156, 3-5=-801/153 BOT CHORD 1-6=-25/620, 5-6=-25/620 WEBS 3-6=0/428 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, Exterior(2R) 5-3-10 to 9-11-14, Exterior(2E) 9-11-14 to 15-3-8 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 70 lb uplift at joint 1 and 72 lb uplift at joint 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss T07 Truss Type ROOF SPECIAL Qty 10 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985092 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-JaFLMZKU_oAwyXdyQsu8E14Vas_W98Cr87eFGIzJVHQ Scale = 1:67.8 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 4x6 4x6 3x6 3x4 3x6 3x4 3x8 4x8 4x6 3x4 4x6 2x4 3x12 6-7-66-7-6 13-0-46-4-14 21-3-08-2-12 29-0-127-9-12 6-7-6 6-7-6 13-0-4 6-4-14 15-10-9 2-10-5 21-3-0 5-4-7 23-0-0 1-9-0 29-0-12 6-0-12 5-0-79-6-1511-5-132-8-64.19 12 8.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-12], [12:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.87 0.68 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.32 0.02 0.04 (loc) 9-11 9-11 8 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 143 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* 4-11,4-9: 2x4 SPF No.2, 1-13,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 3-11 REACTIONS. (size) 13=Mechanical, 8=Mechanical Max Horz 13=218(LC 9) Max Uplift 13=-154(LC 10), 8=-113(LC 11) Max Grav 13=1287(LC 2), 8=1301(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1082/289, 2-3=-1156/377, 3-4=-1276/507, 4-6=-1336/509, 6-7=-1368/353, 1-13=-1187/346, 7-8=-1191/331 BOT CHORD 11-12=-152/980, 9-11=-32/835 WEBS 2-12=-499/233, 3-11=-514/249, 4-11=-214/825, 4-9=-194/479, 1-12=-252/1194, 6-9=-430/355, 7-9=-190/1086 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 13-0-4, Exterior(2R) 13-0-4 to 21-2-3, Interior(1) 21-2-3 to 23-7-6, Exterior(2E) 23-7-6 to 28-11-0 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 154 lb uplift at joint 13 and 113 lb uplift at joint 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss T08 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985093 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-nmpjZvL6l6InZhC8_ZPNmEcl1GGnuWw_NnNookzJVHP Scale: 3/16"=1' 12 3 4 5 678 13 12 11 10 9 5x6 6x8 3x4 5x12 4x6 3x8 MT18HS5x8 2x4 3x4 3x4 5x8 5x8 7-3-87-3-8 13-2-75-10-15 20-0-126-10-4 26-11-06-10-4 -0-10-8 0-10-8 3-0-0 3-0-0 7-3-8 4-3-8 11-7-0 4-3-8 13-2-7 1-7-7 20-0-12 6-10-4 26-11-0 6-10-4 1-0-142-6-109-6-152-6-1014.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-8], [6:0-4-0,0-2-4], [9:Edge,0-2-8], [10:0-2-8,0-2-8] 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-MS 0.57 0.94 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.49 0.07 0.21 (loc) 10-11 10-11 9 10-11 l/defl >999 >654 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 116 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2, 6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-13: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -t 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-5 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS. (size) 9=0-3-8, 2=0-3-8 Max Horz 2=283(LC 9) Max Uplift 9=-174(LC 11), 2=-131(LC 11) Max Grav 9=1072(LC 1), 2=1126(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1157/204, 4-5=-1036/248, 5-6=-1089/194, 6-7=-3218/405, 7-8=-2539/372, 8-9=-1006/206 BOT CHORD 2-13=-179/736, 11-13=-435/3222, 10-11=-403/2539 WEBS 5-13=-179/1132, 6-13=-2780/503, 7-11=-124/715, 7-10=-691/220, 8-10=-399/2620 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) -0-10-8 to 4-5-2, Exterior(2R) 4-5-2 to 12-7-2, Interior(1) 12-7-2 to 21-6-2, Exterior(2E) 21-6-2 to 26-9-12 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) 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 174 lb uplift at joint 9 and 131 lb uplift at joint 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 6,2021 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 B21101216 Truss T09 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985094 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-FyM5nFLlWQQeBrnLYHwcJS9w?gfed?a8cR7MKBzJVHO Scale: 3/16"=1' 12 3 4 5 6 78 9 14 13 12 11 10 4x6 5x10 MT18HS 3x4 5x12 4x6 3x6 5x8 2x4 5x8 10x10 3x4 4x8 4x8 7-3-87-3-8 12-7-45-3-12 19-9-27-1-14 26-11-07-1-14 -0-10-8 0-10-8 3-0-0 3-0-0 7-3-8 4-3-8 11-7-0 4-3-8 12-7-4 1-0-4 19-9-2 7-1-14 26-11-0 7-1-14 1-0-143-3-09-6-153-3-014.00 12 Plate Offsets (X,Y)-- [6:0-2-7,0-2-9], [7:0-5-0,0-2-4], [10:Edge,0-2-8], [11:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.55 0.71 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.46 0.05 0.20 (loc) 11-12 11-12 10 11-12 l/defl >999 >693 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 113 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-12: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -t 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-9 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 9-11-9 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS. (size) 10=0-3-8, 2=0-3-8 Max Horz 2=291(LC 9) Max Uplift 10=-178(LC 11), 2=-128(LC 11) Max Grav 10=1072(LC 1), 2=1126(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1157/201, 4-5=-1035/245, 5-6=-1080/241, 6-7=-3877/472, 7-8=-2418/313, 8-9=-2027/300, 9-10=-1008/211 BOT CHORD 2-14=-197/738, 12-14=-264/1765, 11-12=-341/2027 WEBS 5-14=-246/1237, 6-14=-1551/363, 7-12=-3108/393, 8-12=-93/458, 8-11=-679/231, 9-11=-342/2162, 6-12=-352/3149 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) -0-10-8 to 4-5-2, Exterior(2R) 4-5-2 to 7-3-8, Exterior(2E) 7-3-8 to 12-7-4, Interior(1) 12-7-4 to 21-6-2, Exterior(2E) 21-6-2 to 26-9-12 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) 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 178 lb uplift at joint 10 and 128 lb uplift at joint 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 6,2021 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 B21101216 Truss T10 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985095 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-j9wU_bMNHjYVp_MX6_Rrrfi6a409MVWHr5svsdzJVHN Scale: 3/16"=1' 12 3 4 5 678 13 12 11 10 9 4x6 6x6 3x4 5x12 4x6 3x6 5x8 2x4 3x4 3x4 4x6 4x6 7-3-87-3-8 12-0-14-8-9 19-5-97-5-7 26-11-07-5-7 -0-10-8 0-10-8 3-0-0 3-0-0 7-3-8 4-3-8 12-0-1 4-8-9 19-5-9 7-5-7 26-11-0 7-5-7 1-0-143-11-69-6-153-11-614.00 12 Plate Offsets (X,Y)-- [6:0-3-0,Edge], [9:Edge,0-2-8], [10:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.50 0.69 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.28 0.04 0.11 (loc) 11 10-11 9 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 111 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 -t 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-4 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS. (size) 9=0-3-8, 2=0-3-8 Max Horz 2=300(LC 9) Max Uplift 9=-182(LC 11), 2=-123(LC 11) Max Grav 9=1072(LC 1), 2=1126(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1153/195, 4-5=-1032/239, 5-6=-1078/226, 6-7=-1978/287, 7-8=-1687/251, 8-9=-1006/216 BOT CHORD 2-13=-215/736, 11-13=-301/1979, 10-11=-298/1687 WEBS 5-13=-223/1197, 6-13=-1710/338, 7-11=-94/363, 7-10=-664/238, 8-10=-300/1855 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) -0-10-8 to 4-5-2, Exterior(2R) 4-5-2 to 7-3-8, Exterior(2E) 7-3-8 to 12-0-1, Interior(1) 12-0-1 to 21-6-2, Exterior(2E) 21-6-2 to 26-9-12 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) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 6 = 12% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 182 lb uplift at joint 9 and 123 lb uplift at joint 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 6,2021 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 B21101216 Truss T11 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985096 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-gX2EPHOdpLpD2IVwDPUJw4nKothYqQ4aIPL0xVzJVHL Scale: 3/16"=1' 1 2 3 4 567 12 11 10 9 8 5x12 4x6 4x6 6x6 3x4 3x6 5x8 2x4 3x4 3x4 4x6 4x6 7-3-87-3-8 11-4-154-1-7 19-1-157-9-1 26-11-07-9-1 3-0-0 3-0-0 7-3-8 4-3-8 11-4-15 4-1-7 19-1-15 7-9-1 26-11-0 7-9-1 1-0-144-7-129-6-154-7-1214.00 12 Plate Offsets (X,Y)-- [5:0-3-0,Edge], [8:Edge,0-2-8], [9:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.96 0.69 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.26 0.04 0.10 (loc) 10 9-10 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 -t 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-2 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. (size) 1=0-3-8, 8=0-3-8 Max Horz 1=291(LC 9) Max Uplift 1=-113(LC 11), 8=-188(LC 11) Max Grav 1=1073(LC 1), 8=1073(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1156/191, 3-4=-1035/237, 4-5=-1068/240, 5-6=-1648/257, 6-7=-1463/238, 7-8=-1006/222 BOT CHORD 1-12=-233/740, 10-12=-270/1648, 9-10=-276/1463 WEBS 4-12=-244/1227, 5-12=-1486/298, 6-10=-84/268, 6-9=-649/247, 7-9=-278/1656 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, Exterior(2R) 5-3-10 to 7-3-8, Exterior(2E) 7-3-8 to 11-4-15, Interior(1) 11-4-15 to 21-6-2, Exterior(2E) 21-6-2 to 26-9-12 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 1 and 188 lb uplift at joint 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 6,2021 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 B21101216 Truss T12 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985097 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-cwA_qzPtLy3xHcfILqWn0Vsn1hIfIDptljq70OzJVHJ Scale = 1:98.7 1 2 3 45678 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 4x6 6x6 4x6 6x8 4x6 3x6 3x6 8x8 6x10 4x8 2x4 2x4 3x8 3x6 4x6 2x4 3x4 5x8 3x8 MT18HS 4x8 3x6 9-5-129-5-12 15-1-115-7-15 22-10-27-8-7 30-4-147-6-11 38-1-57-8-7 46-7-98-6-4 55-3-08-7-7 7-8-2 7-8-2 15-1-11 7-5-10 22-10-2 7-8-7 30-4-14 7-6-11 38-1-5 7-8-7 46-7-9 8-6-4 55-3-0 8-7-7 56-1-8 0-10-8 1-10-1412-0-00-6-1412-0-08.00 12 Plate Offsets (X,Y)-- [8:0-5-4,0-3-0], [11:0-8-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.97 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.40 0.12 0.08 (loc) 21-22 21-22 11 15-16 l/defl >461 >284 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 312 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-17,17-20: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-21,2-19,10-13,2-22: 2x3 SPF No.2 5-19,5-16,8-16: 2x4 SPF 2100F 1.8E, 1-22: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-5 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-21 2-2-0 oc bracing: 13-15. WEBS 1 Row at midpt 2-21, 5-19, 5-16, 7-16, 8-16, 10-15, 2-22 REACTIONS. (size) 21=0-3-8, 22=Mechanical, 11=0-3-8 Max Horz 22=-325(LC 8) Max Uplift 21=-135(LC 10), 22=-57(LC 11), 11=-219(LC 11) Max Grav 21=2543(LC 2), 22=432(LC 25), 11=2144(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-293/121, 2-4=-1229/310, 4-5=-926/323, 5-7=-2097/411, 7-8=-2098/411, 8-10=-2498/402, 10-11=-3220/349, 1-22=-300/130 BOT CHORD 21-22=-198/295, 19-21=-577/253, 18-19=-227/1767, 16-18=-227/1767, 15-16=-42/1975, 13-15=-164/2587, 11-13=-164/2586 WEBS 2-21=-2277/342, 2-19=-150/1879, 4-19=-44/336, 5-19=-1571/251, 5-18=0/465, 5-16=-84/623, 7-16=-479/234, 8-16=-254/371, 8-15=-77/842, 10-15=-904/311, 10-13=0/475 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 5-8-1, Interior(1) 5-8-1 to 7-3-15, Exterior(2R) 7-3-15 to 22-10-2, Interior(1) 22-10-2 to 30-3-9, Exterior(2R) 30-3-9 to 45-11-1, Interior(1) 45-11-1 to 50-7-3, Exterior(2E) 50-7-3 to 56-1-8 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint 21, 57 lb uplift at joint 22 and 219 lb uplift at joint 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.May 6,2021 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 B21101216 Truss T13 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985098 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-46kN1IQV6GBovmEUuX10YjPua5m21no0_NagYqzJVHI Scale = 1:71.5 1 2 3 4567 14 13 12 11 10 98 15 16 17 18 19 20 21 22 3x6 4x8 3x6 6x16 3x6 3x6 2x4 4x8 3x8 3x4 3x6 3x6 5x8 3x6 3x6 9-5-129-5-12 15-1-115-7-15 23-0-107-10-14 31-3-08-2-6 7-8-2 7-8-2 15-1-11 7-5-10 23-0-10 7-10-14 31-3-0 8-2-6 1-10-1412-0-010-1-1212-0-08.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.80 0.45 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.41 0.26 0.04 (loc) 13-14 13-14 16 9-11 l/defl >445 >275 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 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-13,2-11,2-14: 2x3 SPF No.2, 1-14: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-13. WEBS 1 Row at midpt 2-13, 4-11, 5-11, 5-9, 2-14 REACTIONS. (size) 13=0-3-8, 14=Mechanical, 16=0-3-0 Max Horz 14=400(LC 10) Max Uplift 13=-193(LC 10), 16=-187(LC 7) Max Grav 13=1366(LC 2), 14=481(LC 17), 16=1009(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-303/154, 2-4=-585/84, 4-5=-388/135, 5-7=-499/97, 1-14=-312/156 BOT CHORD 13-14=-253/267, 9-11=-97/499 WEBS 2-13=-1065/307, 2-11=-108/674, 5-9=-430/247, 7-9=-164/843, 7-16=-1028/191 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 7-7-10, Exterior(2R) 7-7-10 to 22-7-10, Interior(1) 22-7-10 to 30-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 193 lb uplift at joint 13 and 187 lb uplift at joint 16. 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) Load case(s) 2, 16, 17, 18, 19, 20, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Continued on page 2 May 6,2021 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 B21101216 Truss T13 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985098 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:27 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-46kN1IQV6GBovmEUuX10YjPua5m21no0_NagYqzJVHI LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-4=-50, 4-7=-50, 14-19=-35, 19-20=-50, 20-21=-35, 9-21=-50, 9-22=-35, 8-22=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-17=19, 2-17=11, 2-4=26, 4-18=26, 7-18=11, 8-14=-12 Horz: 1-17=-31, 2-17=-23, 2-4=-38 Drag: 4-18=-0, 5-18=-0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-35, 4-7=-35, 8-14=-20 Horz: 1-4=15 Drag: 4-5=0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-15, 4-7=28, 8-14=-12 Horz: 1-4=3 Drag: 4-5=-0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=11, 4-7=28, 8-14=-12 Horz: 1-4=-23 Drag: 4-5=-0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-34, 4-7=8, 8-14=-20 Horz: 1-4=14 Drag: 4-5=-0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-9, 4-7=8, 8-14=-20 Horz: 1-4=-11 Drag: 4-5=-0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=28, 4-7=11, 8-14=-12 Horz: 1-4=-40 Drag: 4-5=-0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=11, 4-7=11, 8-14=-12 Horz: 1-4=-23 Drag: 4-5=-0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=28, 4-7=11, 8-14=-12 Horz: 1-4=-40 Drag: 4-5=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=11, 4-7=11, 8-14=-12 Horz: 1-4=-23 Drag: 4-5=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=8, 4-7=-9, 8-14=-20 Horz: 1-4=-28 Drag: 4-5=-0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-9, 4-7=-9, 8-14=-20 Horz: 1-4=-11 Drag: 4-5=-0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 4-7=-20, 14-19=-40, 19-20=-60, 20-21=-40, 9-21=-60, 9-22=-40, 8-22=-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: 1-4=-61, 4-7=-29, 14-19=-35, 19-20=-50, 20-21=-35, 9-21=-50, 9-22=-35, 8-22=-50 Horz: 1-4=11 Drag: 4-5=-0 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 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 B21101216 Truss T13 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985098 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:27 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-46kN1IQV6GBovmEUuX10YjPua5m21no0_NagYqzJVHI LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-4=-42, 4-7=-29, 14-19=-35, 19-20=-50, 20-21=-35, 9-21=-50, 9-22=-35, 8-22=-50 Horz: 1-4=-8 Drag: 4-5=-0 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: 1-4=-29, 4-7=-42, 14-19=-35, 19-20=-50, 20-21=-35, 9-21=-50, 9-22=-35, 8-22=-50 Horz: 1-4=-21 Drag: 4-5=-0 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: 1-4=-42, 4-7=-42, 14-19=-35, 19-20=-50, 20-21=-35, 9-21=-50, 9-22=-35, 8-22=-50 Horz: 1-4=-8 Drag: 4-5=-0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 8-14=-12 Horz: 1-4=16 Drag: 4-5=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=4, 4-7=4, 8-14=-12 Horz: 1-4=-16 Drag: 4-5=-0 23) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-17=19, 2-17=11, 2-4=26, 4-18=26, 7-18=11, 8-14=-12 Horz: 1-17=-31, 2-17=-23, 2-4=-38 Drag: 4-18=-0, 5-18=-0 24) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-35, 4-7=-35, 8-14=-20 Horz: 1-4=15 Drag: 4-5=0 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-15, 4-7=28, 8-14=-12 Horz: 1-4=3 Drag: 4-5=-0 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=11, 4-7=28, 8-14=-12 Horz: 1-4=-23 Drag: 4-5=-0 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-34, 4-7=8, 8-14=-20 Horz: 1-4=14 Drag: 4-5=-0 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-9, 4-7=8, 8-14=-20 Horz: 1-4=-11 Drag: 4-5=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=28, 4-7=11, 8-14=-12 Horz: 1-4=-40 Drag: 4-5=-0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=11, 4-7=11, 8-14=-12 Horz: 1-4=-23 Drag: 4-5=-0 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=28, 4-7=11, 8-14=-12 Horz: 1-4=-40 Drag: 4-5=-0 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=11, 4-7=11, 8-14=-12 Horz: 1-4=-23 Drag: 4-5=-0 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21101216 Truss T13 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985098 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:27 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-46kN1IQV6GBovmEUuX10YjPua5m21no0_NagYqzJVHI LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-4=8, 4-7=-9, 8-14=-20 Horz: 1-4=-28 Drag: 4-5=-0 34) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-9, 4-7=-9, 8-14=-20 Horz: 1-4=-11 Drag: 4-5=-0 35) Reversal: 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: 1-4=-61, 4-7=-29, 14-19=-35, 19-20=-50, 20-21=-35, 9-21=-50, 9-22=-35, 8-22=-50 Horz: 1-4=11 Drag: 4-5=-0 36) Reversal: 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: 1-4=-42, 4-7=-29, 14-19=-35, 19-20=-50, 20-21=-35, 9-21=-50, 9-22=-35, 8-22=-50 Horz: 1-4=-8 Drag: 4-5=-0 37) Reversal: 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: 1-4=-29, 4-7=-42, 14-19=-35, 19-20=-50, 20-21=-35, 9-21=-50, 9-22=-35, 8-22=-50 Horz: 1-4=-21 Drag: 4-5=-0 38) Reversal: 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: 1-4=-42, 4-7=-42, 14-19=-35, 19-20=-50, 20-21=-35, 9-21=-50, 9-22=-35, 8-22=-50 Horz: 1-4=-8 Drag: 4-5=-0 39) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 8-14=-12 Horz: 1-4=16 Drag: 4-5=0 40) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=4, 4-7=4, 8-14=-12 Horz: 1-4=-16 Drag: 4-5=-0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21101216 Truss T14 Truss Type Roof Special Qty 3 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985099 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-YJIlFeR8tZJfXvphSFYF5wx7eV4wmIKAD1JD4HzJVHH Scale = 1:58.7 1 2 3 65 4 78 4x6 2x4 3x4 2x4 3x4 3x4 3-11-03-11-0 11-9-47-10-4 5-10-10 5-10-10 11-9-4 5-10-10 2-8-610-6-98.00 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 0.46 0.60 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.29 -0.00 -0.00 (loc) 4-5 4-5 4 4-5 l/defl >540 >325 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-4, 2-4 REACTIONS. (size) 4=0-3-8, 6=Mechanical, 5=0-3-8 Max Horz 6=307(LC 10) Max Uplift 4=-245(LC 10), 5=-47(LC 10) Max Grav 4=433(LC 17), 6=185(LC 19), 5=583(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-326/162 WEBS 2-5=-277/34 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 245 lb uplift at joint 4 and 47 lb uplift at joint 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss T15 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985100 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-0Vr7S_SmetRV83Ot0y3Ud8UJ4uQ1VhtJSh3ncjzJVHG Scale = 1:83.2 12 3 4 5 6 7 8 11 10 9 3x6 4x6 2x4 4x6 3x8 3x8 5x12 2x4 4x6 3x8 3x4 3x6 2-9-102-9-10 10-4-07-6-6 17-7-67-3-6 -1-2-8 1-2-8 2-9-10 2-9-10 5-8-0 2-10-6 10-4-0 4-8-0 15-0-0 4-8-0 17-7-6 2-7-6 0-6-1112-7-52-0-52-1-214.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-1-14], [2:0-3-4,Edge], [2:0-2-8,1-4-11], [5:0-2-6,0-2-0], [6: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.54 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.24 0.12 0.10 (loc) 10-11 10-11 9 10-11 l/defl >999 >859 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-9: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-6 oc bracing. REACTIONS. (size) 2=0-3-8, 9=Mechanical Max Horz 2=342(LC 10) Max Uplift 2=-79(LC 11), 9=-124(LC 10) Max Grav 2=777(LC 1), 9=690(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2066/577, 3-5=-1846/689, 5-6=-601/222, 6-7=-597/234 BOT CHORD 2-11=-731/1801, 10-11=-264/708, 9-10=-67/317 WEBS 5-11=-585/1280, 5-10=-501/347, 6-10=-200/617, 7-9=-637/166 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 5-0-6, Exterior(2R) 5-0-6 to 12-2-0, Exterior(2E) 12-2-0 to 17-5-10 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 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 79 lb uplift at joint 2 and 124 lb uplift at joint 9. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss T16 Truss Type Roof Special Qty 2 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985101 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-UhPVgKSOPBZMmDz3afbjAL1UgImFE8BTgLoK99zJVHF Scale = 1:81.3 1 2 3 4 5 6 7 10 9 8 3x6 4x6 2x4 4x6 4x8 4x8 6x10 2x4 4x6 3x8 3x4 3x6 2-9-102-9-10 10-4-07-6-6 17-7-67-3-6 2-9-10 2-9-10 5-8-0 2-10-6 10-4-0 4-8-0 15-0-0 4-8-0 17-7-6 2-7-6 0-6-1112-7-52-0-52-1-214.00 12 10.00 12 Plate Offsets (X,Y)-- [1:0-1-14,0-1-14], [1:0-3-4,Edge], [1:0-2-12,1-4-3], [4:0-2-6,0-2-0], [5: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.55 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.24 0.13 0.11 (loc) 9-10 9-10 8 9-10 l/defl >999 >854 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 83 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* 7-8: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. REACTIONS. (size) 1=0-3-8, 8=Mechanical Max Horz 1=312(LC 7) Max Uplift 1=-71(LC 11), 8=-126(LC 10) Max Grav 1=693(LC 1), 8=693(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2119/616, 2-4=-1911/740, 4-5=-599/224, 5-6=-595/236 BOT CHORD 1-10=-773/1857, 9-10=-270/716, 8-9=-68/318 WEBS 4-10=-634/1345, 4-9=-497/354, 5-9=-204/615, 6-8=-640/169 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 5-6-12, Exterior(2R) 5-6-12 to 12-2-0, Exterior(2E) 12-2-0 to 17-5-10 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 1 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 71 lb uplift at joint 1 and 126 lb uplift at joint 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss T17 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985102 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-zuzttgT09UhDONYG7N6yjZZgii71zcscv?YuhczJVHE Scale = 1:67.8 1 2 3 4 5 6 11 10 9 8 7 2x4 3x6 5x6 4x6 2x4 3x6 5x8 4x6 3x8 3x4 3x6 2-11-112-11-11 10-4-07-4-5 17-7-67-3-6 2-11-11 2-11-11 5-8-0 2-8-5 10-4-0 4-8-0 15-0-0 4-8-0 17-7-6 2-7-6 1-9-710-6-32-0-51-9-614.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-3-4], [3:0-2-6,0-2-0], [4: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.51 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.20 0.01 0.06 (loc) 8-10 8-10 7 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-13 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 11=0-3-8, 7=Mechanical Max Horz 11=-267(LC 8) Max Uplift 11=-63(LC 10), 7=-90(LC 10) Max Grav 11=694(LC 1), 7=694(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-663/92, 1-2=-1028/131, 2-3=-1734/286, 3-4=-588/212, 4-5=-584/211 BOT CHORD 10-11=-243/252, 8-10=-174/635, 7-8=-50/319 WEBS 1-10=-109/1130, 2-10=-1384/245, 3-10=-134/1076, 3-8=-471/255, 4-8=-185/597, 5-7=-641/135 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) 0-1-4 to 2-11-11, Interior(1) 2-11-11 to 5-0-6, Exterior(2R) 5-0-6 to 12-2-0, Exterior(2E) 12-2-0 to 17-5-10 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 11 and 90 lb uplift at joint 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 6,2021 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 B21101216 Truss T18 Truss Type ROOF SPECIAL Qty 3 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985103 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-zuzttgT09UhDONYG7N6yjZZfGiBPzhdcv?YuhczJVHE Scale = 1:36.6 1 2 3 4 7 6 5 3x4 6x6 2x4 3x4 5x6 3x4 5-8-35-8-3 6-11-121-3-9 -1-2-8 1-2-8 5-8-3 5-8-3 6-11-12 1-3-9 1-4-116-0-82-5-63-7-28.00 12 8.00 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 0.44 0.23 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.01 0.01 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 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 8-5-7 oc bracing. REACTIONS. (size) 7=0-3-8, 5=Mechanical Max Horz 7=193(LC 10) Max Uplift 5=-145(LC 10) Max Grav 7=359(LC 1), 5=292(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-384/348, 2-3=-461/195 BOT CHORD 6-7=-478/368, 5-6=-282/352 WEBS 3-6=-155/310, 3-5=-560/450 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) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss T19 Truss Type COMMON Qty 8 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985104 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-vG5eIMVGh6xxdhieFo8Qo_f1rWqCRZJvNJ1_lUzJVHC Scale = 1:61.4 1 2 3 4 5 6 9 8 7 4x6 3x4 3x8 3x4 3x4 3x4 3x6 3x6 7-3-87-3-8 14-7-07-3-8 -1-2-8 1-2-8 2-6-0 2-6-0 7-3-8 4-9-8 12-1-0 4-9-8 14-7-0 2-6-0 1-5-99-11-101-5-914.00 12 Plate Offsets (X,Y)-- [4: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 0.30 0.40 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.01 0.01 (loc) 7-8 8-9 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 71 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* 2-9,6-7: 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) 9=0-3-8, 7=Mechanical Max Horz 9=276(LC 7) Max Uplift 9=-81(LC 11), 7=-76(LC 10) Max Grav 9=657(LC 1), 7=568(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-474/187, 4-5=-474/187 BOT CHORD 8-9=-161/400, 7-8=-54/290 WEBS 4-8=-139/412, 3-9=-518/90, 5-7=-501/148 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 9-1-10, Exterior(2E) 9-1-10 to 14-5-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 9 and 76 lb uplift at joint 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss T20 Truss Type Common Qty 3 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985105 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-NSf0ViVuSP3oFqGrpVffKBBBVvBBA0K2bymYIwzJVHB Scale: 3/16"=1' 1 2 3 4 5 8 76 910 4x6 2x4 3x8 3x4 3x6 3x6 8x8 3x4 3x4 7-3-87-3-8 9-5-02-1-8 -1-2-8 1-2-8 2-6-0 2-6-0 7-3-8 4-9-8 9-5-0 2-1-8 1-5-99-11-107-5-142-6-214.00 12 Plate Offsets (X,Y)-- [5:Edge,0-7-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.35 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 0.03 0.01 (loc) 7-8 7-8 10 7-8 l/defl >999 >868 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,5-6: 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 4-7 REACTIONS. (size) 8=0-3-8, 10=0-1-8 Max Horz 8=321(LC 10) Max Uplift 10=-193(LC 10) Max Grav 8=455(LC 1), 10=386(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 7-8=-237/316 WEBS 3-7=-284/250, 3-8=-300/1, 5-7=-137/325, 5-10=-425/193 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 7-3-8, Exterior(2E) 7-3-8 to 8-11-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 193 lb uplift at joint 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss T21 Truss Type Common Qty 2 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985106 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-rfDOj1WXDjBfs_r1MDAutPkMvJWpvTtCqcW5qNzJVHA Scale: 3/16"=1' 1 2 3 4 7 65 8 9 2x4 4x6 2x4 3x8 3x4 3x6 8x8 3x4 3x4 7-0-87-0-8 9-2-02-1-8 2-6-0 2-6-0 7-0-8 4-6-8 9-2-0 2-1-8 1-9-19-11-107-5-142-6-214.00 12 Plate Offsets (X,Y)-- [4:Edge,0-7-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.33 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 0.03 0.01 (loc) 6-7 6-7 9 6-7 l/defl >999 >957 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,4-5: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS. (size) 7=Mechanical, 9=0-1-8 Max Horz 7=273(LC 10) Max Uplift 9=-194(LC 10) Max Grav 7=358(LC 1), 9=381(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 6-7=-224/286 WEBS 2-6=-264/248, 2-7=-271/5, 4-6=-134/313, 4-9=-416/194 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 7-0-8, Exterior(2E) 7-0-8 to 8-8-12 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. 5) Refer to girder(s) for truss to truss connections. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint 9. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss T22 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985107 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-JrmmwNX9_1JWU8QDwwh7QcHRIjoSepZL3GFeMpzJVH9 Scale = 1:62.5 1 2 3 4 5 7 6 12 13 14 15 3x6 3x4 4x8 4x6 2x4 3x6 3x4 7-7-127-7-12 15-3-87-7-12 7-7-12 7-7-12 15-3-8 7-7-12 0-10-1311-1-28.00 12 Plate Offsets (X,Y)-- [1:0-5-13,0-0-6], [5:0-0-13,0-1-8] 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-MS 0.74 0.62 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.18 -0.04 0.11 (loc) 6-7 6-7 1 7-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 65 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -t 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. WEBS 1 Row at midpt 5-6, 3-6 REACTIONS. (size) 1=Mechanical, 6=0-3-8 Max Horz 1=403(LC 10) Max Uplift 6=-270(LC 10) Max Grav 1=725(LC 17), 6=805(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-778/0 BOT CHORD 1-7=-237/670, 6-7=-237/670 WEBS 3-7=0/434, 3-6=-826/293 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) 0-0-0 to 5-3-10, Interior(1) 5-3-10 to 9-10-2, Exterior(2E) 9-10-2 to 15-1-12 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 270 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. May 6,2021 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 B21101216 Truss T23 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985108 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-n1K98jYnlKRN6I?PUeDMyqpfv7BnNMiUHw?CuFzJVH8 Scale = 1:67.3 123 6 54 7 8 910 11 12 2x4 3x6 5x8 3x4 3x8 2x4 3x6 6-3-86-3-8 12-10-86-7-0 6-3-8 6-3-8 12-10-8 6-7-0 12-0-010-1-1212-0-0Plate Offsets (X,Y)-- [3:0-1-12,0-2-12] 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 0.55 0.42 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 0.14 0.02 (loc) 5-6 4-5 8 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 99 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 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-6, 1-5, 2-5, 3-5 REACTIONS. (size) 6=0-3-8, 8=0-3-0 Max Uplift 6=-100(LC 6), 8=-95(LC 6) Max Grav 6=598(LC 2), 8=569(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-475/377 WEBS 1-5=-232/399, 2-5=-453/493, 3-5=-214/372, 3-8=-579/341 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-4 to 5-1-4, Exterior(2) 5-1-4 to 7-5-12, Corner(3) 7-5-12 to 12-5-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) 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) 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 6 and 95 lb uplift at joint 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Load case(s) 2, 16, 17, 18, 19, 20, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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, 6-11=-50, 11-12=-35, 4-12=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-9=71, 9-10=55, 3-10=71, 4-6=-12 Continued on page 2 May 6,2021 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 B21101216 Truss T23 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985108 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:37 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-n1K98jYnlKRN6I?PUeDMyqpfv7BnNMiUHw?CuFzJVH8 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: 1-3=-33, 4-6=-20 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=28, 4-6=-12 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=28, 4-6=-12 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=8, 4-6=-20 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=8, 4-6=-20 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 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=28, 4-6=-12 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 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=28, 4-6=-12 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 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=8, 4-6=-20 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 6-11=-60, 11-12=-40, 4-12=-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=-29, 6-11=-50, 11-12=-35, 4-12=-50 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=-29, 6-11=-50, 11-12=-35, 4-12=-50 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, 6-11=-50, 11-12=-35, 4-12=-50 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=-29, 6-11=-50, 11-12=-35, 4-12=-50 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 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=4, 4-6=-12 23) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-9=71, 9-10=55, 3-10=71, 4-6=-12 24) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-33, 4-6=-20 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=28, 4-6=-12 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=28, 4-6=-12 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=8, 4-6=-20 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=8, 4-6=-20 29) Reversal: 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 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 B21101216 Truss T23 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985108 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:37 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-n1K98jYnlKRN6I?PUeDMyqpfv7BnNMiUHw?CuFzJVH8 LOAD CASE(S) Standard Except: 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=28, 4-6=-12 31) Reversal: 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 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=28, 4-6=-12 33) Reversal: 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 34) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=8, 4-6=-20 35) Reversal: 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=-29, 6-11=-50, 11-12=-35, 4-12=-50 36) Reversal: 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=-29, 6-11=-50, 11-12=-35, 4-12=-50 37) Reversal: 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, 6-11=-50, 11-12=-35, 4-12=-50 38) Reversal: 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=-29, 6-11=-50, 11-12=-35, 4-12=-50 39) Reversal: 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 40) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=4, 4-6=-12 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21101216 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 3 Gray Oaks Job Reference (optional) I45985109 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-kQSvZPZ1Hyi5Lc9ob2Fq1Fv3Jwt0r5MnlEUJz8zJVH6 Scale: 3/16"=1' 1 2 3 4 5 6 7 891011 19 18 17 16 15 14 13 1220 4x6 8x8 3x4 4x6 3x8 4x6 5x10 MT18HS4x8 2x4 5x12 5x8 3x6 2x4 3x8 2x4 5x12 2x4 5x12 7-3-87-3-8 10-6-93-3-1 13-9-103-3-1 17-1-93-4-0 20-4-53-2-12 23-7-03-2-12 26-11-03-4-0 -0-10-8 0-10-8 3-9-0 3-9-0 7-3-8 3-6-8 10-6-9 3-3-1 13-9-10 3-3-1 17-1-9 3-4-0 20-4-5 3-2-12 23-7-0 3-2-12 26-11-0 3-4-0 1-0-141-11-139-6-151-11-1314.00 12 Plate Offsets (X,Y)-- [18:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.30 0.44 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.51 0.05 0.24 (loc) 16 15-16 12 16 l/defl >999 >628 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 330 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-11: 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-19: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -t 2-11-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-2 max.): 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-18 REACTIONS. (size) 12=0-3-8, 2=0-3-8 Max Horz 2=269(LC 5) Max Uplift 12=-394(LC 9), 2=-240(LC 9) Max Grav 12=2187(LC 1), 2=1657(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1867/343, 4-5=-1682/394, 5-6=-1711/366, 6-7=-3581/561, 7-8=-9048/1469, 8-9=-6781/1172, 9-10=-6781/1172 BOT CHORD 2-19=-223/1091, 18-19=-312/2315, 16-18=-1487/9028, 15-16=-1509/8815, 14-15=-1509/8815, 13-14=-716/3963, 12-13=-716/3963 WEBS 5-19=-494/2254, 6-19=-2400/575, 6-18=-533/3263, 7-18=-7418/1298, 7-16=-98/282, 8-16=-366/470, 8-15=-32/452, 8-14=-2250/350, 9-14=-350/121, 10-14=-527/3117, 10-12=-4242/754 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, 2x6 - 2 rows staggered 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, Except member 18-7 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) All plates are MT20 plates unless otherwise indicated. 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 394 lb uplift at joint 12 and 240 lb uplift at joint 2. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 May 6,2021 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 B21101216 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 3 Gray Oaks Job Reference (optional) I45985109 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:39 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-kQSvZPZ1Hyi5Lc9ob2Fq1Fv3Jwt0r5MnlEUJz8zJVH6 NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 615 lb down and 131 lb up at 14-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 7-11=-120(F=-60), 2-16=-20, 12-16=-40(F=-20) Concentrated Loads (lb) Vert: 20=-615(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 B21101216 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 3 Gray Oaks Job Reference (optional) I45985110 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-Cc0Hmlaf2Fqyzlk_9mm3aSRIuKFaaiZx_uDsVazJVH5 Scale = 1:12.6 1 2 3 6 5478 8x8 5x12 2x4 4x6 2-4-22-4-2 4-11-82-7-6 2-4-2 2-4-2 4-11-8 2-7-6 1-0-141-11-131-0-144.19 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [6:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.29 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 4=Mechanical Max Horz 6=63(LC 5) Max Uplift 6=-137(LC 4), 4=-111(LC 8) Max Grav 6=831(LC 1), 4=635(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-469/91, 1-2=-1193/173 BOT CHORD 4-5=-178/1155 WEBS 1-5=-188/1260, 2-4=-1199/201 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint 6 and 111 lb uplift at joint 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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) 547 lb down and 94 lb up at 1-0-12, and 546 lb down and 95 lb up at 3-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 May 6,2021 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 B21101216 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 3 Gray Oaks Job Reference (optional) I45985110 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:40 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-Cc0Hmlaf2Fqyzlk_9mm3aSRIuKFaaiZx_uDsVazJVH5 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, 4-6=-20 Concentrated Loads (lb) Vert: 7=-547(F) 8=-546(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21101216 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 3 Wedgewood 3 Gray Oaks Job Reference (optional) I45985111 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-cBiQOncYLACWqDSZquJmC53chYDYnveNgsSW6vzJVH2 Scale = 1:63.1 1 2 3 4567 15 14 13 12 11 10 9 81617 18 19 20 21 22 23 24 254x10 5x6 4x8 6x8 2x4 4x8 5x10 MT18HS 3x6 2x4 10x10 6x6 3x12 10x10 4x8 8x8 3-9-03-9-0 7-3-83-6-8 11-3-94-0-1 16-6-105-3-1 21-7-155-1-5 26-11-05-3-1 3-9-0 3-9-0 7-3-8 3-6-8 11-3-9 4-0-1 16-6-10 5-3-1 21-7-15 5-1-5 26-11-0 5-3-1 1-0-144-9-59-6-154-9-514.00 12 Plate Offsets (X,Y)-- [1:0-3-14,0-0-11], [3:Edge,0-2-0], [6:0-3-8,Edge], [9:0-3-8,0-5-0], [12:0-2-12,0-4-8] 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 0.86 0.47 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.39 0.07 0.15 (loc) 10-12 10-12 8 10-12 l/defl >999 >834 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 523 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 7-8,2-14,2-13: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E -t 2-4-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-2 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-8, 8=0-3-8 Max Horz 1=296(LC 5) Max Uplift 1=-556(LC 9), 8=-1150(LC 9) Max Grav 1=7578(LC 2), 8=8974(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8952/670, 2-3=-7928/859, 3-4=-7966/832, 4-5=-13474/1477, 5-6=-8997/1102 BOT CHORD 1-14=-509/5322, 13-14=-509/5322, 12-13=-1521/13376, 10-12=-1649/13413, 9-10=-1649/13413, 8-9=-1163/8997 WEBS 2-14=0/1212, 2-13=-418/57, 3-13=-1152/11773, 4-13=-12267/1569, 4-12=-505/2986, 5-10=-365/3398, 5-9=-5828/642, 6-9=-809/7443, 6-8=-11793/1479 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 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) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 4 = 16% 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 556 lb uplift at joint 1 and 1150 lb uplift at joint 8. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 May 6,2021 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 B21101216 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 3 Wedgewood 3 Gray Oaks Job Reference (optional) I45985111 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:43 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-cBiQOncYLACWqDSZquJmC53chYDYnveNgsSW6vzJVH2 NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 670 lb down and 90 lb up at 2-0-12, 664 lb down at 3-10-4, 664 lb down at 5-10-4, 1268 lb down and 174 lb up at 7-4-4, 1268 lb down and 174 lb up at 9-4-4, 1268 lb down and 174 lb up at 11-4-4, 1268 lb down and 174 lb up at 13-4-4, 1268 lb down and 174 lb up at 15-4-4, 1268 lb down and 174 lb up at 17-4-4, 1268 lb down and 174 lb up at 19-4-4, 1268 lb down and 174 lb up at 21-4-4, and 1268 lb down and 174 lb up at 23-4-4, and 1268 lb down and 174 lb up at 25-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-7=-60, 1-8=-20 Concentrated Loads (lb) Vert: 14=-586(F) 13=-1131(F) 12=-1131(F) 16=-592(F) 17=-586(F) 18=-1131(F) 19=-1131(F) 20=-1131(F) 21=-1131(F) 22=-1131(F) 23=-1131(F) 24=-1131(F) 25=-1131(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21101216 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 3 Wedgewood 3 Gray Oaks Job Reference (optional) I45985112 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-RL3hfqhJw0ygY8wjB9QARMJdRy9tBgjG2ovrJZzJVGy Scale = 1:68.7 1234 5 6 7 8 910 21 20 19 18 17 16 15 14 13 12 1122 23 24 25 26 27 28 29 30 31 32 33 34 35 5x10 MT18HS 3x4 12x18 MT18HS 5x12 8x16 3x4 4x8 5x10 MT18HS 8x16 2x4 8x16 2x4 5x12 3x8 3x12 12x18 MT18HS 6x10 12x12 3x12 4x8 2x4 2-7-22-7-2 5-0-82-5-6 7-5-142-5-6 10-1-02-7-2 12-4-112-3-11 14-8-52-3-11 17-0-02-3-11 20-5-83-5-8 23-11-03-5-8 27-4-03-5-0 2-7-2 2-7-2 5-0-8 2-5-6 7-5-14 2-5-6 10-1-0 2-7-2 12-4-11 2-3-11 14-8-5 2-3-11 17-0-0 2-3-11 20-5-8 3-5-8 23-11-0 3-5-8 27-4-0 3-5-0 2-3-910-6-32-3-914.00 12 Plate Offsets (X,Y)-- [6:0-1-12,0-1-8], [7:Edge,0-2-8], [13:0-3-8,0-2-0], [16:0-9-0,0-5-0], [17:0-3-8,0-1-8], [21:Edge,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 0.84 0.92 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.78 0.12 0.33 (loc) 16-17 16-17 11 16-17 l/defl >782 >414 n/a >981 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 595 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-5: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-21,2-19,4-19,4-17,5-16,6-16,7-14: 2x4 SPF 2100F 1.8E 6-14,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-8 max.): 1-5, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 21=0-3-8, 11=0-3-8 Max Horz 21=284(LC 26) Max Uplift 21=-1722(LC 8), 11=-784(LC 8) Max Grav 21=10866(LC 2), 11=7280(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-278/64, 2-3=-23904/3614, 3-4=-23904/3614, 4-5=-35720/4934, 5-6=-23312/3057, 6-7=-9815/1343, 7-8=-9757/1376, 8-9=-11830/1502, 10-11=-272/61 BOT CHORD 20-21=-2154/13236, 19-20=-2154/13236, 18-19=-4707/31852, 17-18=-4707/31852, 16-17=-5031/35782, 14-16=-2102/15442, 13-14=-892/7689, 12-13=-1329/11657, 11-12=-1316/11631 WEBS 2-21=-16295/2537, 2-20=-311/1801, 2-19=-1957/13344, 4-19=-9942/1238, 4-18=-382/2607, 4-17=-478/4836, 5-17=-819/0, 5-16=-26246/3777, 6-16=-2531/18809, 6-14=-12655/1924, 7-14=-1920/14455, 8-14=-2561/450, 8-13=-357/3672, 9-13=-4522/518, 9-12=-333/172, 9-11=-13098/1506 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-7-0 oc, Except member 2-20 2x4 - 1 row at 0-9-0 oc, member 19-2 2x4 - 1 row at 0-9-0 oc, member 3-19 2x4 - 1 row at 0-9-0 oc, member 19-4 2x4 - 1 row at 0-9-0 oc, member 4-18 2x4 - 1 row at 0-9-0 oc, member 17-4 2x4 - 1 row at 0-9-0 oc, member 17-5 2x4 - 1 row at 0-9-0 oc, member 6-16 2x4 - 1 row at 0-9-0 oc, member 14-6 2x4 - 1 row at 0-9-0 oc, member 14-7 2x4 - 1 row at 0-9-0 oc, member 14-8 2x4 - 1 row at 0-9-0 oc, member 8-13 2x4 - 1 row at 0-9-0 oc, member 13-9 2x4 - 1 row at 0-9-0 oc, member 12-9 2x4 - 1 row at 0-9-0 oc, member 11-9 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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 May 6,2021 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 B21101216 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 3 Wedgewood 3 Gray Oaks Job Reference (optional) I45985112 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:49 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-RL3hfqhJw0ygY8wjB9QARMJdRy9tBgjG2ovrJZzJVGy NOTES- 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 1722 lb uplift at joint 21 and 784 lb uplift at joint 11. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1260 lb down and 133 lb up at 1-4-12, 248 lb down and 165 lb up at 1-6-12, 1260 lb down and 133 lb up at 3-4-12, 248 lb down and 165 lb up at 3-6-12, 1260 lb down and 133 lb up at 5-4-12, 248 lb down and 165 lb up at 5-6-12, 399 lb down and 161 lb up at 6-6-8, 1260 lb down and 133 lb up at 7-4-12, 1260 lb down and 133 lb up at 9-4-12, 1954 lb down and 389 lb up at 9-7-2, 1260 lb down and 133 lb up at 11-4-12, 1260 lb down and 133 lb up at 13-4-12, 1260 lb down and 133 lb up at 15-4-12, 1260 lb down and 133 lb up at 17-4-12, 1260 lb down and 133 lb up at 19-4-12, 598 lb down and 91 lb up at 20-10-12, 164 lb down at 22-10-12, and 164 lb down at 24-10-12, and 166 lb down at 26-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 7-9=-60, 9-10=-60, 11-21=-20 Concentrated Loads (lb) Vert: 18=-1131(B) 22=-1372(F=-241, B=-1131) 23=-1372(F=-241, B=-1131) 24=-1372(F=-241, B=-1131) 25=-382(F) 26=-3084(F=-1954, B=-1131) 27=-1131(B) 28=-1131(B) 29=-1131(B) 30=-1131(B) 31=-1131(B) 32=-568(B) 33=-164(B) 34=-164(B) 35=-166(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 B21101216 Truss TG05 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 3 Gray Oaks Job Reference (optional) I45985113 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-rwkpHsjBDxKFPbeIsH_t3_x6DAFbO5Dikm7VvuzJVGv Scale = 1:38.0 123456 12 11 10 98713 14 15 16 17 18 19 20 21 22 5x10 MT18HS 5x10 MT18HS 4x8 5x10 MT18HS 5x10 MT18HS6x18 MT18HS 8x14 MT18HS 2x4 5x12 2x4 8x14 MT18HS 2x4 5-3-85-3-8 10-5-125-2-4 15-8-05-2-4 20-11-85-3-8 5-3-8 5-3-8 10-5-12 5-2-4 15-8-0 5-2-4 20-11-8 5-3-8 1-10-10Plate Offsets (X,Y)-- [1:0-3-4,0-2-0], [6:0-3-4,0-2-0], [7: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 1.00 0.66 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.59 0.06 0.23 (loc) 8-9 8-9 7 9 l/defl >768 >418 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 228 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-11,3-11,3-8,6-8: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD 2-0-0 oc purlins (4-2-2 max.): 1-6, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 12=0-3-8, 7=0-3-8 Max Horz 12=-53(LC 4) Max Uplift 12=-630(LC 4), 7=-149(LC 5) Max Grav 12=4045(LC 1), 7=3973(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-3239/523, 1-2=-10693/1578, 2-3=-10693/1578, 3-5=-10548/825, 5-6=-10548/825, 6-7=-3211/315 BOT CHORD 11-12=-120/500, 9-11=-1812/14276, 8-9=-1812/14276, 7-8=-25/431 WEBS 1-11=-1550/10578, 2-11=-489/276, 3-11=-3716/235, 3-9=-130/1340, 3-8=-3867/1012, 5-8=-489/281, 6-8=-842/10499 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 630 lb uplift at joint 12 and 149 lb uplift at joint 7. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 779 lb down and 145 lb up at 2-0-12, 412 lb down and 77 lb up at 3-6-12, 412 lb down and 77 lb up at 5-6-12, 412 lb down and 77 lb up at 7-6-12, 412 lb down and 77 lb up at 9-6-12, 412 lb down and 77 lb up at 11-6-12, 412 lb down and 77 lb up at 13-6-12, 423 lb down at 14-4-4, 423 lb down at 16-4-4, and 423 lb down at 18-4-4, and 429 lb down at 20-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 May 6,2021 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 B21101216 Truss TG05 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 3 Gray Oaks Job Reference (optional) I45985113 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:52 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-rwkpHsjBDxKFPbeIsH_t3_x6DAFbO5Dikm7VvuzJVGv LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-120(F=-60), 7-12=-40(F=-20) Concentrated Loads (lb) Vert: 11=-400(B) 13=-779(B) 14=-400(B) 15=-400(B) 16=-400(B) 17=-400(B) 18=-400(B) 19=-381(B) 20=-381(B) 21=-381(B) 22=-387(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 B21101216 Truss TG06 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985114 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-J6ICVBkp_FS61lDUQ?V6cCUNNadH7RmrzQt2SKzJVGu Scale = 1:98.7 1 2 3 45678 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 4x10 6x6 4x6 6x8 4x6 3x6 3x4 10x10 6x10 4x8 2x4 2x4 3x8 3x6 4x6 2x4 4x8 4x8 3x8 MT18HS 4x8 3x8 MT18HS 9-5-129-5-12 15-1-115-7-15 22-10-27-8-7 30-4-147-6-11 38-1-57-8-7 46-7-98-6-4 55-3-08-7-7 7-8-2 7-8-2 15-1-11 7-5-10 22-10-2 7-8-7 30-4-14 7-6-11 38-1-5 7-8-7 46-7-9 8-6-4 55-3-0 8-7-7 56-1-8 0-10-8 1-10-1412-0-00-6-1412-0-08.00 12 Plate Offsets (X,Y)-- [8:0-5-4,0-3-0], [11:0-8-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.57 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.35 0.12 0.09 (loc) 21-22 21-22 11 16 l/defl >520 >326 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 337 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-6,1-3: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E *Except* 14-17,17-20: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-19,10-13,2-22: 2x3 SPF No.2, 5-19,5-16,8-16: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-9 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-21. WEBS 1 Row at midpt 2-21, 5-19, 5-16, 7-16, 8-16, 10-15, 2-22 REACTIONS. (size) 21=0-3-8, 22=Mechanical, 11=0-3-8 Max Horz 22=-325(LC 4) Max Uplift 21=-303(LC 8), 22=-125(LC 9), 11=-249(LC 9) Max Grav 21=3233(LC 2), 22=799(LC 21), 11=2285(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-574/135, 2-4=-1550/272, 4-5=-1177/261, 5-7=-2387/382, 7-8=-2388/382, 8-10=-2746/347, 10-11=-3465/346, 1-22=-621/189 BOT CHORD 21-22=-237/493, 19-21=-613/261, 18-19=-323/2191, 16-18=-323/2191, 15-16=-89/2182, 13-15=-143/2788, 11-13=-143/2786 WEBS 2-21=-2996/423, 2-19=-235/2246, 4-19=-51/365, 5-19=-1887/325, 5-18=0/466, 5-16=-89/376, 7-16=-388/215, 8-16=-289/542, 8-15=-76/838, 10-15=-895/310, 10-13=0/475 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; end vertical left and right exposed; 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 lb uplift at joint 21, 125 lb uplift at joint 22 and 249 lb uplift at joint 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. LOAD CASE(S) Standard Continued on page 2 May 6,2021 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 B21101216 Truss TG06 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985114 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:54 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-oJsaiXlRlYayevoh_i0L8P0Y7zzWsu??C4cb_mzJVGt LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-23=-60, 23-24=-310, 4-24=-60, 4-25=-60, 25-26=-310, 8-26=-60, 8-12=-60, 11-22=-20 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21101216 Truss TG07 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 3 Gray Oaks Job Reference (optional) I45985115 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-GVQywtm4WsjpG3NtXQXahdZlvNLYbOF8QkM9WCzJVGs Scale = 1:15.5 1 2 3 6 5 478910 4x6 6x6 6x6 4x6 6x8 2x4 4-1-104-1-10 8-3-44-1-10 4-1-10 4-1-10 8-3-4 4-1-10 1-8-13Plate Offsets (X,Y)-- [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 0.46 0.32 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.03 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 4=Mechanical Max Horz 6=-48(LC 23) Max Uplift 6=-341(LC 4), 4=-369(LC 5) Max Grav 6=1678(LC 1), 4=1974(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1103/248, 1-2=-2833/567, 2-3=-2833/567, 3-4=-1101/249 BOT CHORD 5-6=-92/292, 4-5=-68/298 WEBS 1-5=-543/2668, 2-5=-261/288, 3-5=-546/2661 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 341 lb uplift at joint 6 and 369 lb uplift at joint 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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) 670 lb down and 144 lb up at 1-6-12, 673 lb down and 146 lb up at 3-6-12, and 673 lb down and 146 lb up at 5-6-12, and 679 lb down and 106 lb up at 7-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 May 6,2021 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 B21101216 Truss TG07 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 3 Gray Oaks Job Reference (optional) I45985115 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:55 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-GVQywtm4WsjpG3NtXQXahdZlvNLYbOF8QkM9WCzJVGs LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F=-30), 4-6=-30(F=-10) Concentrated Loads (lb) Vert: 7=-670(F) 8=-673(F) 9=-673(F) 10=-679(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21101216 Truss TG08 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 3 Gray Oaks Job Reference (optional) I45985116 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-kh_K7DniHArguDy3572pDq60gnlNK?RHfO5i2fzJVGr Scale = 1:36.4 1 2 3 4 8 7 6 5 2x4 4x6 2x4 4x6 8x8 3x4 3x4 3x4 2-11-142-11-14 5-8-32-8-6 6-11-121-3-9 2-11-14 2-11-14 5-8-3 2-8-6 6-11-12 1-3-9 1-4-116-0-82-5-63-7-28.00 12 8.00 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 0.09 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.01 0.01 (loc) 7 7 5 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-8: 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) 8=0-3-8, 5=Mechanical Max Horz 8=153(LC 5) Max Uplift 8=-19(LC 8), 5=-141(LC 8) Max Grav 8=404(LC 1), 5=456(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-404/118, 1-2=-832/199, 2-3=-533/130 BOT CHORD 6-7=-327/832, 5-6=-127/409 WEBS 1-7=-123/569, 3-6=-127/442, 3-5=-568/206 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, 2x6 - 2 rows staggered at 0-9-0 oc, 2x3 - 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: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 8 and 141 lb uplift at joint 5. 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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F=-30), 6-8=-30(F=-10), 5-6=-30(F=-10) May 6,2021 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 B21101216 Truss TG09 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Wedgewood 3 Gray Oaks Job Reference (optional) I45985117 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-g465Yvoypn5O7W6SDY5HJFBA6bGiolea6hap7XzJVGp Scale: 3/16"=1' 1 2 3 4 5 67 8 9 17 16 15 14 13 12 11 10 5x8 12x18 MT18HS 3x8 MT18HS5x6 6x10 4x8 5x12 8x8 3x6 8x10 6x16 3x6 4x6 10x10 3x6 5x12 7-3-8 7-3-8 12-1-0 4-9-8 13-6-9 1-5-9 14-8-8 1-1-15 18-2-14 3-6-6 21-11-0 3-8-2 -1-2-8 1-2-8 3-0-0 3-0-0 7-3-8 4-3-8 12-1-0 4-9-8 13-6-9 1-5-9 14-8-8 1-1-15 18-2-14 3-6-6 21-11-0 3-8-2 1-5-92-8-19-11-102-8-114.00 12 Plate Offsets (X,Y)-- [3:0-3-6,0-2-1], [4:Edge,0-2-8], [5:0-3-4,0-1-8], [6:0-7-12,0-5-4], [8:0-3-8,0-2-8], [11:0-3-8,0-4-0], [12:0-3-8,0-5-0], [14:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.84 0.81 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.41 0.05 0.20 (loc) 13 13 10 13 l/defl >999 >632 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 291 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 10-15: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-16,5-16,6-14: 2x4 SPF No.2, 5-14,9-11,8-12: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-14 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16 REACTIONS. (size) 10=0-3-8, 17=0-3-8 Max Horz 17=307(LC 28) Max Uplift 10=-1105(LC 9), 17=-491(LC 9) Max Grav 10=5979(LC 1), 17=2977(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-408/139, 3-4=-3087/658, 4-5=-3082/641, 5-6=-10910/1938, 6-7=-13995/2485, 7-8=-14520/2608, 8-9=-8594/1561, 9-10=-5780/1087, 2-17=-449/156 BOT CHORD 16-17=-416/1736, 14-16=-1379/7619, 13-14=-2500/13921, 12-13=-2639/14520, 11-12=-1591/8594 WEBS 3-16=-108/451, 4-16=-829/4260, 5-16=-7157/1472, 5-14=-1673/9709, 6-13=-296/1082, 9-11=-1834/10005, 3-17=-2891/485, 7-12=-473/1086, 7-13=-1307/308, 8-11=-4794/939, 8-12=-1260/6992, 6-14=-11327/2015 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, 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 12-7 2x4 - 2 rows staggered at 0-2-0 oc, member 11-8 2x4 - 1 row at 0-7-0 oc, member 14-6 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) All plates are MT20 plates unless otherwise indicated. 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 1105 lb uplift at joint 10 and 491 lb uplift at joint 17. 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.Continued on page 2 May 6,2021 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 B21101216 Truss TG09 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Wedgewood 3 Gray Oaks Job Reference (optional) I45985117 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:58 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-g465Yvoypn5O7W6SDY5HJFBA6bGiolea6hap7XzJVGp NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4740 lb down and 897 lb up at 14-8-8 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, 2-4=-60, 4-6=-60, 6-9=-270(F=-210), 14-17=-20, 10-14=-90(F=-70) Concentrated Loads (lb) Vert: 12=-4740(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21101216 Truss TG10 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 3 Gray Oaks Job Reference (optional) I45985118 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-8GfTlFpaZ5DFlghemFcWrTkMg_iZXDzkLLKMf_zJVGo Scale = 1:27.0 12 34 8 7659 101112131415 4x6 5x12 3x4 4x8 5x12 2x4 3x8 5x12 5-4-75-4-7 10-7-95-3-3 16-0-05-4-7 5-4-7 5-4-7 10-7-9 5-3-3 16-0-0 5-4-7 2-7-3Plate Offsets (X,Y)-- [7:0-5-0,0-2-8] 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 0.79 0.45 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.23 0.03 0.11 (loc) 6-7 6-7 5 6-7 l/defl >999 >837 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-7,3-7,3-5: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD 2-0-0 oc purlins (4-8-8 max.): 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=0-3-8, 5=Mechanical Max Horz 8=-80(LC 4) Max Uplift 8=-873(LC 4), 5=-877(LC 5) Max Grav 8=4729(LC 1), 5=4760(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-4065/789, 1-2=-8478/1553, 2-3=-8478/1553, 4-5=-655/164 BOT CHORD 7-8=-99/250, 6-7=-1595/8581, 5-6=-1595/8581 WEBS 1-7=-1637/8922, 2-7=-1451/411, 3-6=-248/1988, 3-5=-9045/1662 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 873 lb uplift at joint 8 and 877 lb uplift at joint 5. 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) 548 lb down and 96 lb up at 2-0-12, 548 lb down and 96 lb up at 4-0-12, 548 lb down and 96 lb up at 6-0-12, 548 lb down and 96 lb up at 8-0-12, 548 lb down and 96 lb up at 10-0-12, and 548 lb down and 96 lb up at 12-0-12, and 548 lb down and 96 lb up at 14-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 May 6,2021 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 B21101216 Truss TG10 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 3 Gray Oaks Job Reference (optional) I45985118 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:16:59 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-8GfTlFpaZ5DFlghemFcWrTkMg_iZXDzkLLKMf_zJVGo LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-270(F=-210), 5-8=-90(F=-70) Concentrated Loads (lb) Vert: 9=-548(B) 10=-548(B) 11=-548(B) 12=-548(B) 13=-548(B) 14=-548(B) 15=-548(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 B21101216 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985119 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:17:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-cTDrzbqCKOL6MqGqKz7lOgGfPO6HGp6ta?3wBQzJVGn Scale = 1:39.8 1 2 3 4 7652x4 2x4 2x4 2x4 2x4 2x4 2x4 10-4-8 10-4-8 0-0-46-11-08.00 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 0.22 0.16 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-4-2. (lb) - Max Horz 1=261(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-151(LC 10), 7=-110(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=491(LC 17), 7=321(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-320/166 WEBS 3-6=-296/224 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=151, 7=110. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985120 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:17:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-4fnDAwqq5iTz__r1uge_wuppPoSE?GV1pfpTkszJVGm Scale = 1:41.9 1 2 3 4 5 8763x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 11-3-1211-3-12 11-3-150-0-3 5-8-0 5-8-0 11-3-15 5-8-0 0-0-46-7-50-0-414.00 12 Plate Offsets (X,Y)-- [3: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.11 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 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 11-3-8. (lb) - Max Horz 1=167(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 5 except 1=-117(LC 8), 8=-273(LC 10), 6=-273(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=365(LC 17), 6=364(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-380/322, 4-6=-380/321 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) 5 except (jt=lb) 1=117, 8=273, 6=273. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985121 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:17:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-ZrLbOGrTs0bqc8PDSO9DT5MvRCnbkj0A1JY1GJzJVGl Scale = 1:34.8 1 2 3 43x4 4x6 3x4 2x4 0-0-30-0-3 9-0-89-0-5 4-6-4 4-6-4 9-0-8 4-6-4 0-0-45-3-50-0-414.00 12 Plate Offsets (X,Y)-- [2: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.63 0.17 0.09 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: 27 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=9-0-2, 3=9-0-2, 4=9-0-2 Max Horz 1=131(LC 7) Max Uplift 1=-41(LC 11), 3=-32(LC 10), 4=-11(LC 10) Max Grav 1=196(LC 1), 3=196(LC 1), 4=281(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985122 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:17:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-12v_bcs5dJjhDI_P?5gS0Ju8nc7iTB2JGzIaolzJVGk Scale = 1:26.8 1 2 3 42x4 4x6 2x4 2x4 0-0-30-0-3 6-9-26-8-14 3-4-9 3-4-9 6-9-2 3-4-9 0-0-43-11-50-0-414.00 12 Plate Offsets (X,Y)-- [2: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.18 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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=6-8-11, 3=6-8-11, 4=6-8-11 Max Horz 1=-95(LC 6) Max Uplift 1=-33(LC 11), 3=-24(LC 10), 4=-6(LC 10) Max Grav 1=142(LC 1), 3=142(LC 1), 4=206(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985123 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:17:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-VETMoytjOdrYrRZcZoChYWRLg?UdCegTVd17KBzJVGj Scale: 3/4"=1' 1 2 3 4 2x4 4x6 2x4 2x4 0-0-30-0-3 4-5-114-5-7 2-2-13 2-2-13 4-5-11 2-2-13 0-0-42-7-50-0-414.00 12 Plate Offsets (X,Y)-- [2: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.07 0.01 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 4-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-5-4, 3=4-5-4, 4=4-5-4 Max Horz 1=60(LC 7) Max Uplift 1=-29(LC 11), 3=-23(LC 10) Max Grav 1=95(LC 1), 3=95(LC 1), 4=119(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) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985124 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:17:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-zQ1k0ItL9xzPTb8o7Wjw5k_Z3PrCx57cjHnhtdzJVGi Scale = 1:9.2 1 2 3 2x4 3x4 2x4 0-0-30-0-3 2-2-42-2-0 1-1-2 1-1-2 2-2-4 1-1-2 0-0-41-3-50-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.05 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: 5 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 2-2-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-1-13, 3=2-1-13 Max Horz 1=24(LC 7) Max Uplift 1=-7(LC 11), 3=-7(LC 10) Max Grav 1=62(LC 1), 3=62(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985125 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:17:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-Rca6DeuzwE5F4lj_hDE9dxWf4p7agXsmyxWEP4zJVGh Scale = 1:43.8 1 2 3 5462x4 2x4 2x4 2x4 2x4 6-4-0 6-4-0 0-0-47-4-1014.00 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 0.33 0.30 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=6-3-12, 4=6-3-12, 5=6-3-12 Max Horz 1=275(LC 10) Max Uplift 1=-96(LC 8), 4=-114(LC 10), 5=-272(LC 10) Max Grav 1=293(LC 10), 4=206(LC 17), 5=461(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-399/387 WEBS 2-5=-421/326 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 4=114, 5=272. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985126 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:17:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-Rca6DeuzwE5F4lj_hDE9dxWZep39gYMmyxWEP4zJVGh Scale = 1:36.1 1 2 32x4 2x4 2x4 5-2-4 5-2-4 0-0-46-0-1014.00 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 0.74 0.51 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: 18 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 5-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-2-1, 3=5-2-1 Max Horz 1=222(LC 10) Max Uplift 3=-167(LC 10) Max Grav 1=191(LC 1), 3=233(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-259/200 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=167. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985127 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:17:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-vp8UR_vbhYD6ivIAExlOA93ixDS_P?cvBbGnxWzJVGg Scale = 1:26.7 1 2 32x4 2x4 2x4 4-0-9 4-0-9 0-0-44-8-1014.00 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 0.84 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 4-0-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-0-5, 3=4-0-5 Max Horz 1=169(LC 10) Max Uplift 3=-127(LC 10) Max Grav 1=145(LC 1), 3=177(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=127. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985128 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:17:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-N?iteKwDSsLzK3tNoeGdjMb?odri8Ss3QF?LUyzJVGf Scale = 1:20.0 1 2 3 2x4 2x4 2x4 2-10-13 2-10-13 0-0-43-4-1014.00 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 0.38 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 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 2-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-10-10, 3=2-10-10 Max Horz 1=115(LC 10) Max Uplift 3=-87(LC 10) Max Grav 1=99(LC 1), 3=121(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985129 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:17:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-N?iteKwDSsLzK3tNoeGdjMb31ds98Ss3QF?LUyzJVGf Scale = 1:13.3 1 2 3 2x4 2x4 2x4 1-9-2 1-9-2 0-0-42-0-1014.00 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 0.11 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 1-9-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-8-15, 3=1-8-15 Max Horz 1=62(LC 10) Max Uplift 3=-47(LC 10) Max Grav 1=54(LC 1), 3=65(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985130 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:17:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-rBGFsgxsD9TqxDSZMMnsFa87O0ACtv6Cevlu0PzJVGe Scale = 1:22.4 1 2 32x4 2x4 2x4 3-3-10 3-3-10 0-0-43-10-314.00 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 0.52 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 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 3-3-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-3-6, 3=3-3-6 Max Horz 1=134(LC 10) Max Uplift 3=-101(LC 10) Max Grav 1=115(LC 1), 3=140(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=101. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985131 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:17:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-KOqd3?xU_TbhZN1lw3I5onhLEQXVcMMLtZUSYrzJVGd Scale = 1:18.9 1 2 3 2x4 2x4 2x4 2-8-7 2-8-7 0-0-43-1-1314.00 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 0.32 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 2-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-8-3, 3=2-8-3 Max Horz 1=106(LC 10) Max Uplift 3=-80(LC 10) Max Grav 1=91(LC 1), 3=111(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985132 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:17:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-oaO?GLy6lnkYBWbyTnqKK?DZHquXLpcV6DE?4HzJVGc Scale = 1:15.3 1 2 3 2x4 2x4 2x4 2-1-4 2-1-4 0-0-42-5-714.00 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 0.17 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-1-0, 3=2-1-0 Max Horz 1=78(LC 10) Max Uplift 3=-59(LC 10) Max Grav 1=67(LC 1), 3=82(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985133 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:17:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-oaO?GLy6lnkYBWbyTnqKK?Darqu1LpcV6DE?4HzJVGc Scale = 1:11.7 1 2 3 2x4 2x4 2x4 1-6-1 1-6-1 0-0-41-9-114.00 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 0.07 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 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 1-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-5-14, 3=1-5-14 Max Horz 1=50(LC 10) Max Uplift 3=-38(LC 10) Max Grav 1=43(LC 1), 3=53(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985134 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:17:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-GmyNUhzkW4sPpgA81ULZtCmeJE9p4FseKtzYdjzJVGb Scale = 1:29.4 1 2 3 2x4 2x4 2x4 4-6-3 4-6-3 0-0-45-3-414.00 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 0.37 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: 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 4-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-6-0, 3=4-6-0 Max Horz 1=190(LC 10) Max Uplift 3=-143(LC 10) Max Grav 1=164(LC 1), 3=200(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=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. May 6,2021 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 B21101216 Truss V17 Truss Type Valley Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985135 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:17:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-kzWmh1_MGO_GQqlKbBsoQQJpzeY_pi5oZXj69AzJVGa Scale = 1:22.8 1 2 32x4 2x4 2x4 3-4-8 3-4-8 0-0-43-11-414.00 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 0.55 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 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 3-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-4-4, 3=3-4-4 Max Horz 1=137(LC 10) Max Uplift 3=-103(LC 10) Max Grav 1=118(LC 1), 3=144(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=103. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss V18 Truss Type Valley Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985136 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:17:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-C938vN__1i672_KX9vN1ydr361v4Y9LxoBSfhczJVGZ Scale: 3/4"=1' 1 2 3 2x4 2x4 2x4 2-2-12 2-2-12 0-0-42-7-414.00 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 0.20 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 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 2-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-2-9, 3=2-2-9 Max Horz 1=84(LC 10) Max Uplift 3=-63(LC 10) Max Grav 1=72(LC 1), 3=88(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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 B21101216 Truss V19 Truss Type Valley Qty 1 Ply 1 Wedgewood 3 Gray Oaks Job Reference (optional) I45985137 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 5 16:17:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-C938vN__1i672_KX9vN1ydr6m1vxY9LxoBSfhczJVGZ Scale = 1:9.2 1 2 3 2x4 2x4 2x4 1-1-1 1-1-1 0-0-41-3-414.00 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 0.03 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-1-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-0-13, 3=1-0-13 Max Horz 1=31(LC 10) Max Uplift 3=-23(LC 10) Max Grav 1=27(LC 1), 3=32(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 6,2021 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