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HomeMy WebLinkAbout411FA - Trusses16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). August 27,2020 Liu, Xuegang Pages or sheets covered by this seal: I42611330 thru I42611376 My license renewal date for the state of Indiana is July 31, 2022. B20002444 Wedgewood Dusing 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 Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss GE01 Truss Type GABLE l l Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611330 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:27:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-TubTMi7lEFP12O0?p8mcIpRKVB3iyzZBmJ28hZyjcCy Scale = 1:84.0 1 2 3 4 5 6 7 8 9 10 11 12 29 28 27 26 25 24 23 22 21 20 19 1817 16 15 14 13 86 87 88 89 90 5x6 5x6 5x6 3x4 3x6 6x8 10x10 3x6 3x4 5x12 3x4 3x4 3x6 3x4 6x6 5x6 7-2-0 7-2-0 14-1-8 6-11-8 24-11-8 10-10-0 28-1-8 3-2-0 34-1-0 5-11-8 40-3-0 6-2-0 -1-2-8 1-2-8 7-2-0 7-2-0 14-1-8 6-11-8 19-6-8 5-5-0 24-11-8 5-5-0 28-1-8 3-2-0 34-1-0 5-11-8 40-3-0 6-2-0 41-5-8 1-2-8 1-4-1412-0-00-10-142-0-012-0-09.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-1-12], [4:0-3-0,Edge], [5:0-3-0,0-2-2], [8:0-4-4,0-2-0], [9:0-3-0,0-3-0], [13:Edge,0-8-4], [13:0-1-12,0-0-0], [16:0-2-12,0-2-12], [38:0-1-9,0-1-0], [41:0-1-9,0-1-0], [44:0-1-9,0-1-0], [47:0-1-9,0-1-0], [61:0-1-3,0-0-8], [63:0-1-3,0-0-8], [65:0-1-3,0-0-8], [67:0-1-3,0-0-8], [68:0-2-3,0-0-0] 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 0.37 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.01 0.02 (loc) 28-29 28-29 13 14-15 l/defl >999 >777 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 406 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* 5-22,6-22,16-22,6-16: 2x4 SPF No.2, 2-29,11-13: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 36-37,45-47,48-50,57-58,59-60,61-62: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 5-11-7 oc bracing. Except: 1 Row at midpt 7-16 WEBS 1 Row at midpt 3-22, 5-22, 6-22, 6-16, 8-16 REACTIONS.All bearings 24-11-8 except (jt=length) 13=0-3-8. (lb) - Max Horz 29=-317(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 29, 28, 18, 20 except 17=-137(LC 6), 13=-128(LC 11), 22=-157(LC 10), 27=-229(LC 3) Max Grav All reactions 250 lb or less at joint(s) 18, 19, 21, 24, 25, 26 except 29=397(LC 23), 17=989(LC 24), 17=980(LC 1), 13=744(LC 18), 28=667(LC 17), 22=728(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-10=-292/175, 10-11=-711/131, 2-29=-334/108, 11-13=-650/161 BOT CHORD 28-29=-315/403, 16-17=-985/206, 7-16=-271/134, 14-15=0/460 WEBS 3-28=-289/145, 5-22=-359/94, 8-16=-644/100, 8-15=-80/511, 10-15=-529/220, 11-14=0/279 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 6-7-9, Exterior(2R) 6-7-9 to 35-7-7, Interior(1) 35-7-7 to 36-1-14, Exterior(2E) 36-1-14 to 41-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 28, 18, 20 except (jt=lb) 17=137, 13=128, 22=157, 27=229. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss GE02 Truss Type GABLE l l Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611331 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:27:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-qsPMPPBu3o1J89vychMn?t883CjydFXwwbmvMmyjcCt Scale = 1:82.9 1 2 3 4 56 7 8 9 22 21 20 19 18 17 16 15 14 13 12 11 10 60 61 62 63 64 5x6 6x8 5x6 5x6 3x4 3x6 6x16 3x6 3x6 3x4 3x8 3x4 3x6 3x4 6x6 3x4 7-2-0 7-2-0 14-1-8 6-11-8 20-7-0 6-5-8 20-11-0 0-4-0 28-1-8 7-2-8 33-11-4 5-9-12 39-11-8 6-0-4 -1-2-8 1-2-8 7-2-0 7-2-0 14-1-8 6-11-8 20-7-0 6-5-8 28-1-8 7-6-8 33-11-4 5-9-12 39-11-8 6-0-4 1-4-1412-0-01-1-82-0-012-0-09.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-1-12], [4:0-3-0,Edge], [5:0-4-0,0-1-6], [7:0-4-4,0-2-0], [9:0-3-0,0-1-8], [44:0-1-3,0-0-8], [46:0-1-3,0-0-8], [48:0-1-3,0-0-8], [49:0-2-3,0-0-0] 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 0.75 0.56 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.24 0.01 0.02 (loc) 13-14 13-14 10 11-13 l/defl >999 >965 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 333 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* 5-16,5-14,7-14: 2x4 SPF No.2, 2-22,9-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 27-28,29-30,36-38,16-39,40-41,42-43: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. 1 Row at midpt 6-14 WEBS 1 Row at midpt 3-16, 5-16, 5-14, 7-14 REACTIONS.All bearings 20-7-0 except (jt=length) 14=0-3-8, 10=Mechanical. (lb) - Max Horz 22=320(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 22, 21, 16, 10 except 14=-171(LC 6), 20=-233(LC 3) Max Grav All reactions 250 lb or less at joint(s) 15, 15, 18, 19 except 22=395(LC 23), 14=1338(LC 2), 21=649(LC 17), 16=495(LC 17), 10=781(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-504/180, 8-9=-845/131, 2-22=-332/98, 9-10=-681/126 BOT CHORD 21-22=-328/386, 6-14=-491/235, 13-14=-3/349, 11-13=-19/589 WEBS 3-21=-285/145, 7-14=-810/115, 7-13=-62/624, 8-13=-463/224, 9-11=0/448 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 6-7-9, Exterior(2R) 6-7-9 to 34-6-2, Exterior(2E) 34-6-2 to 39-9-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) N/A 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 21, 16, 10 except (jt=lb) 14=171, 20=233. 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.August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611332 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:27:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-I2ykdlCWq59AmJT99Pt0Y4hRvbAmMqZ48FVSuDyjcCs Scale = 1:42.5 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 29 30 2x4 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-11-0 14-11-0 -1-2-8 1-2-8 7-5-8 7-5-8 14-11-0 7-5-8 16-1-8 1-2-8 0-10-146-6-00-10-149.00 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 0.23 0.08 0.22 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: 78 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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 14-11-0. (lb) - Max Horz 28=-192(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 16, 23, 24, 25, 26, 21, 20, 19, 18 except 28=-135(LC 6), 27=-134(LC 7), 17=-109(LC 11) Max Grav All reactions 250 lb or less at joint(s) 28, 16, 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-116/265, 8-9=-116/265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-1-2, Corner(3R) 4-1-2 to 10-9-14, Corner(3E) 10-9-14 to 16-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=135, 27=134, 17=109. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss GE04 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611333 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:27:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-ER4U2RDmMjPu?ddXHqvUdVmjLPq4qikNcZ_Zz5yjcCq Scale = 1:80.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 5352 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 54 4x6 3x6 3x6 4x6 3x6 3x6 5x6 17-11-0 17-11-0 28-7-8 10-8-8 -1-2-8 1-2-8 15-5-8 15-5-8 17-11-0 2-5-8 28-7-8 10-8-8 1-4-1413-0-01-1-82-0-09.00 12 Plate Offsets (X,Y)-- [36:0-1-12,0-0-0], [37:0-0-0,0-1-12] 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-R 0.49 0.21 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 -0.00 -0.04 -0.00 (loc) 1 1 28 2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 233 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* 15-40,14-41,13-42,12-43,11-44,16-39,18-36: 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, Except: 10-0-0 oc bracing: 37-38. 1 Row at midpt 17-37 WEBS 1 Row at midpt 15-40, 14-41, 13-42, 12-43, 11-44, 16-39, 18-36 REACTIONS.All bearings 28-7-8. (lb) - Max Horz 53=346(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 38, 40, 41, 42, 43, 44, 45, 47, 48, 49, 50, 51, 39, 35, 34, 33, 32, 31, 30 except 53=-507(LC 6), 28=-121(LC 7), 37=-365(LC 6), 52=-524(LC 7), 36=-296(LC 7), 29=-126(LC 11) Max Grav All reactions 250 lb or less at joint(s) 28, 38, 41, 42, 43, 44, 45, 47, 48, 49, 50, 51, 39, 35, 34, 33, 32, 31, 30, 29 except 53=643(LC 7), 37=375(LC 9), 40=376(LC 11), 52=499(LC 8), 36=351(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-53=-368/307, 2-3=-402/351, 3-4=-253/240, 8-9=-178/251, 9-11=-164/278, 11-12=-187/319, 12-13=-214/366, 13-14=-249/425, 14-15=-251/431, 15-16=-249/429, 16-17=-254/436, 17-18=-229/399, 18-19=-213/365, 19-20=-187/319, 20-22=-159/271 WEBS 15-40=-412/201 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 10-1-8, Corner(3R) 10-1-8 to 20-9-8, Exterior(2N) 20-9-8 to 23-2-2, Corner(3E) 23-2-2 to 28-5-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Bearing at joint(s) 37 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 38, 40, 41, 42, 43, 44, 45, 47, 48, 49, 50, 51, 39, 35, 34, 33, 32, 31, 30 except (jt=lb) 53=507, 28=121, 37=365, 52=524, 36=296, 29=126.Continued on page 2 August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss GE04 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611333 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:27:53 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-ER4U2RDmMjPu?ddXHqvUdVmjLPq4qikNcZ_Zz5yjcCq NOTES- 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 28, 36, 35, 34, 33, 32, 31, 30, 29. 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611334 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:27:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-7CK?toGHPxwKUExIWf_QoLwOR0BKmV4yXAzn6syjcCm Scale = 1:84.4 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 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 50 51 4x8 3x4 3x6 4x6 3x6 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 2x4 2x4 27-7-0 27-7-0 -1-2-8 1-2-8 13-9-8 13-9-8 27-7-0 13-9-8 28-9-8 1-2-8 2-4-1412-9-02-4-149.00 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 0.55 0.19 0.34 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: 236 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* 14-38,13-39,12-41,11-42,10-43,15-37,16-36,17-35,18-34: 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, 11-42, 10-43, 15-37, 16-36, 17-35, 18-34 REACTIONS.All bearings 27-7-0. (lb) - Max Horz 49=-369(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 41, 42, 43, 44, 45, 46, 47, 36, 35, 34, 33, 32, 31, 30 except 49=-376(LC 6), 28=-352(LC 7), 48=-397(LC 7), 29=-375(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=431(LC 9), 28=406(LC 8), 38=376(LC 11), 48=467(LC 8), 29=445(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-49=-553/501, 3-4=-298/303, 6-7=-128/251, 7-8=-149/299, 8-10=-175/345, 10-11=-203/392, 11-12=-230/440, 12-13=-265/501, 13-14=-266/500, 14-15=-266/500, 15-16=-265/501, 16-17=-230/440, 17-18=-203/392, 18-20=-175/345, 20-21=-149/299, 21-22=-121/251, 24-25=-278/285, 26-28=-527/476 WEBS 14-38=-489/220, 4-48=-308/290, 3-49=-784/777, 24-29=-292/275, 25-28=-739/731 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=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 41, 42, 43, 44, 45, 46, 47, 36, 35, 34, 33, 32, 31, 30 except (jt=lb) 49=376, 28=352, 48=397, 29=375. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss GE06 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611335 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:27:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-3bRmIUIXxZA2jY5hd40utm0hEqtLEPyF_UStAlyjcCk Scale = 1:83.8 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 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 48 5x8 3x6 3x6 4x6 3x6 3x6 4x6 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 2x4 27-1-8 27-1-8 -1-2-8 1-2-8 13-9-8 13-9-8 27-1-8 13-4-0 2-4-1412-9-02-9-09.00 12 Plate Offsets (X,Y)-- [26: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-R 0.72 0.22 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 -0.01 -0.01 0.00 (loc) 1 1 26 1-2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 231 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* 14-36,13-38,12-39,11-40,10-41,15-35,16-34,17-33,18-32: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 14-36, 13-38, 12-39, 11-40, 10-41, 15-35, 16-34, 17-33, 18-32 REACTIONS.All bearings 27-1-8. (lb) - Max Horz 47=365(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 36, 38, 39, 40, 41, 42, 43, 44, 45, 34, 33, 32, 31, 30, 29, 28 except 47=-487(LC 6), 26=-296(LC 7), 46=-528(LC 7), 27=-306(LC 6) Max Grav All reactions 250 lb or less at joint(s) 38, 39, 40, 41, 42, 43, 44, 45, 35, 34, 33, 32, 31, 30, 29, 28 except 47=572(LC 9), 26=317(LC 8), 36=381(LC 11), 46=565(LC 8), 27=394(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-47=-665/652, 2-3=-282/292, 3-4=-407/388, 7-8=-180/279, 8-10=-188/325, 10-11=-216/373, 11-12=-243/420, 12-13=-279/481, 13-14=-279/482, 14-15=-279/482, 15-16=-279/481, 16-17=-243/420, 17-18=-216/373, 18-20=-188/325, 20-21=-162/279 WEBS 14-36=-469/234, 4-46=-374/380, 3-47=-1042/973 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 21-8-2, Corner(3E) 21-8-2 to 26-11-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 38, 39, 40, 41, 42, 43, 44, 45, 34, 33, 32, 31, 30, 29, 28 except (jt=lb) 47=487, 26=296, 46=528, 27=306. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss GE07 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611336 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-Xn?8WqJ9isIuLhgtBoX7P_Y?3EFYzx9OD8BRjByjcCj Scale = 1:7.8 1 2 3 4 2x4 2x4 2x4 -1-2-8 1-2-8 1-11-8 1-11-8 0-4-31-0-14.00 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 0.14 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=1-11-8, 2=1-11-8 Max Horz 2=37(LC 7) Max Uplift 4=-7(LC 10), 2=-80(LC 6) Max Grav 4=51(LC 1), 2=170(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable 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) 4, 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. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss GE08 Truss Type GABLE Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611337 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-?zZWjAJnTAQlzrE4lV3MyB576dZviO5YRox_FeyjcCi Scale = 1:18.2 1 2 3 4 76 5 3x4 2x4 3x4 3x4 2x4 2x4 -1-2-8 1-2-8 1-11-8 1-11-8 2-4-33-0-04.00 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 0.37 0.15 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 1 2 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 5=1-11-8, 7=1-11-8, 6=1-11-8 Max Horz 7=69(LC 7) Max Uplift 5=-36(LC 7), 7=-46(LC 6), 6=-76(LC 7) Max Grav 5=29(LC 1), 7=168(LC 1), 6=45(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; 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=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable 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) 5, 7, 6. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss GE09 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611338 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-TA7uwWKPEUYca?pGJCabUPeIK1w1RlQhgSgXn4yjcCh Scale = 1:39.2 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 2x4 3x6 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-3-0 10-3-0 -1-2-8 1-2-8 5-1-8 5-1-8 10-3-0 5-1-8 11-5-8 1-2-8 1-2-146-4-61-2-1412.00 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 0.34 0.10 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) 11 11 12 11 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 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 10-3-0. (lb) - Max Horz 20=-200(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-146(LC 6), 12=-130(LC 7), 19=-140(LC 7), 13=-130(LC 6) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-106/319, 5-6=-146/399, 6-7=-146/400, 7-8=-106/324 WEBS 6-16=-462/118 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 6-5-8, Corner(3E) 6-5-8 to 11-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 15, 14 except (jt=lb) 20=146, 12=130, 19=140, 13=130. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss GE10 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611339 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-xMhG8sL2?ngTC9OSsw5q1cAVgRGQAD8rv6Q5JWyjcCg Scale = 1:80.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 33 34 35 36 37 3x6 3x6 4x6 3x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 2x4 2x4 18-1-8 18-1-8 -1-2-8 1-2-8 9-0-12 9-0-12 18-1-8 9-0-12 19-4-0 1-2-8 2-8-1411-9-102-8-1412.00 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 0.24 0.09 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.01 0.01 (loc) 17 17 18 16-17 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 153 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* 8-25,7-26,10-24,11-23: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 31-32,18-19. WEBS 1 Row at midpt 7-26, 11-23 JOINTS 1 Brace at Jt(s): 33, 34, 35 REACTIONS.All bearings 18-1-8. (lb) - Max Horz 32=-357(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 27, 28, 30, 22, 21, 20 except 32=-477(LC 8), 18=-421(LC 9), 26=-120(LC 10), 31=-577(LC 10), 23=-121(LC 11), 19=-567(LC 11) Max Grav All reactions 250 lb or less at joint(s) 26, 27, 28, 30, 23, 22, 21, 20 except 32=668(LC 7), 18=646(LC 11), 25=264(LC 20), 31=494(LC 8), 24=260(LC 19), 19=454(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-32=-638/454, 7-8=-148/325, 8-9=-135/266, 9-10=-135/266, 10-11=-148/325, 16-18=-624/400 BOT CHORD 31-32=-336/311, 30-31=-188/336, 28-30=-188/336, 27-28=-188/336, 26-27=-188/336, 25-26=-188/336, 24-25=-188/334, 23-24=-188/336, 22-23=-188/336, 21-22=-188/336, 20-21=-188/336, 19-20=-188/336 WEBS 16-19=-422/777, 2-31=-464/777 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 14-0-6, Corner(3E) 14-0-6 to 19-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 28, 30, 22, 21, 20 except (jt=lb) 32=477, 18=421, 26=120, 31=577, 23=121, 19=567. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss GE11 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611340 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-ulp1ZXMIXPwBRTYr_L7I61GqaFyneAB8MQvCOPyjcCe Scale = 1:67.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 42 43 2x4 3x4 3x6 4x6 3x4 2x4 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 24-11-0 24-11-0 -1-2-8 1-2-8 12-5-8 12-5-8 24-11-0 12-5-8 0-10-1410-3-00-10-149.00 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 0.22 0.09 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.01 0.01 (loc) 1 1 22 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 162 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* 12-31,11-32,13-30: 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 12-31, 11-32, 13-30 REACTIONS.All bearings 24-11-0. (lb) - Max Horz 41=279(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 22, 32, 33, 35, 36, 37, 38, 39, 30, 29, 28, 27, 26, 25, 24 except 41=-135(LC 6), 40=-157(LC 10), 23=-152(LC 11) Max Grav All reactions 250 lb or less at joint(s) 22, 32, 33, 35, 36, 37, 38, 39, 40, 30, 29, 28, 27, 26, 25, 24, 23 except 41=256(LC 18), 31=278(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-152/254, 10-11=-183/309, 11-12=-195/330, 12-13=-195/330, 13-14=-183/309, 14-15=-152/254 WEBS 12-31=-318/150 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 7-1-8, Corner(3R) 7-1-8 to 17-9-8, Exterior(2N) 17-9-8 to 19-5-10, Corner(3E) 19-5-10 to 24-9-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 32, 33, 35, 36, 37, 38, 39, 30, 29, 28, 27, 26, 25, 24 except (jt=lb) 41=135, 40=157, 23=152. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss GE12 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611341 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-MxMPmtNwIi223c71Y2eXfFoxKeHXNfNHb4elwryjcCd Scale = 1:18.2 1 2 3 4 76 5 4x6 3x6 3x4 3x4 2x4 2x4 -1-2-8 1-2-8 1-11-8 1-11-8 2-4-33-0-04.00 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 0.47 0.19 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 1 2 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 7=1-11-8, 5=1-11-8, 6=1-11-8 Max Horz 7=69(LC 7) Max Uplift 7=-46(LC 6), 5=-36(LC 7), 6=-76(LC 7) Max Grav 7=168(LC 1), 5=29(LC 1), 6=45(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5, 6. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss M01 Truss Type Monopitch Qty 13 Ply 1 Wedgewood Dusing Job Reference (optional) I42611342 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-q7wn_DOY30AvhmiD5m9mBSLCo2eE66uQqkOITHyjcCc Scale = 1:7.8 1 2 3 4 2x4 2x4 2x4 1-11-8 1-11-8 -1-2-8 1-2-8 1-11-8 1-11-8 0-4-31-0-10-8-90-3-81-0-14.00 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) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 2-4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-1-8, 2=0-3-8 Max Horz 2=45(LC 6) Max Uplift 4=-8(LC 10), 2=-80(LC 6) Max Grav 4=46(LC 1), 2=171(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss PB01 Truss Type Piggyback Qty 11 Ply 1 Wedgewood Dusing Job Reference (optional) I42611343 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-IKU9BZPApKImJwHQfTh?kguMYSzBrYla2O7s?kyjcCb Scale: 3/8"=1' 1 2 3 4 5 6 7 10 9 8 11 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 14-0-0 14-0-0 7-0-0 7-0-0 14-0-0 7-0-0 0-4-105-1-80-1-80-4-100-1-89.00 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 0.17 0.11 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 -0.00 0.00 0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 40 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 12-7-11. (lb) - Max Horz 2=129(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-156(LC 10), 8=-155(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=329(LC 17), 8=328(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-259/197, 5-8=-259/196 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) 0-3-7 to 5-7-0, Exterior(2R) 5-7-0 to 8-5-0, Exterior(2E) 8-5-0 to 13-8-9 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except (jt=lb) 10=156, 8=155. 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. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss PBE01 Truss Type GABLE Qty 2 Ply 1 Wedgewood Dusing Job Reference (optional) I42611344 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-mW2YPvQoadQdw4scDBCEHtQZ3sKca0gjH2tPXAyjcCa Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-0-0 14-0-0 7-0-0 7-0-0 14-0-0 7-0-0 0-4-105-1-80-1-80-4-100-1-89.00 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 0.06 0.04 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 10 11 10 10 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-7-11. (lb) - Max Horz 2=129(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 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) 0-3-7 to 5-8-0, Exterior(2R) 5-8-0 to 8-4-0, Exterior(2E) 8-4-0 to 13-8-9 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) 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, 16, 17, 18, 14, 13, 12. 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. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss T01 Truss Type PIGGYBACK BASE Qty 2 Ply 1 Wedgewood Dusing Job Reference (optional) I42611345 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-EicwcFQRLxYUYEQonujTp5zbBGUZJGItWicz3cyjcCZ Scale = 1:79.5 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 26 3x6 5x6 5x6 3x6 3x4 3x6 4x6 2x4 6x10 3x8 4x6 4x6 3x6 3x4 5x12 3x4 3x4 3x6 2x4 6x8 7-2-0 7-2-0 14-1-8 6-11-8 24-11-8 10-10-0 25-3-8 0-4-0 28-1-8 2-10-0 34-1-0 5-11-8 40-3-0 6-2-0 -1-2-8 1-2-8 7-2-0 7-2-0 14-1-8 6-11-8 19-6-8 5-5-0 24-11-8 5-5-0 28-1-8 3-2-0 34-1-0 5-11-8 40-3-0 6-2-0 41-5-8 1-2-8 1-4-1412-0-00-10-142-0-012-0-09.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-0,0-2-0], [8:0-4-4,0-2-0], [12:0-5-12,0-0-1], [16:0-4-8,0-2-4], [17: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 0.61 0.82 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.63 0.01 0.03 (loc) 17-18 17-18 12 18-20 l/defl >952 >473 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 220 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* 5-18,6-18,16-18,6-16: 2x4 SPF No.2, 2-21: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 3-11-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. 1 Row at midpt 7-16 WEBS 1 Row at midpt 3-18, 5-18, 6-16, 8-16 REACTIONS. (size) 21=0-3-8, 16=0-3-8, 12=0-3-8 Max Horz 21=-307(LC 8) Max Uplift 21=-146(LC 10), 16=-102(LC 7), 12=-162(LC 11) Max Grav 21=1079(LC 17), 16=1941(LC 2), 12=673(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1110/194, 3-5=-719/254, 5-6=-483/273, 6-7=-2/303, 7-8=-2/302, 10-12=-622/185, 2-21=-964/206 BOT CHORD 20-21=-311/415, 18-20=-205/967, 7-16=-276/135, 14-15=-12/397, 12-14=-12/397 WEBS 3-18=-563/268, 6-18=-83/697, 6-16=-940/195, 8-16=-726/85, 8-15=-78/525, 10-15=-548/223, 10-14=0/270, 2-20=0/647 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 6-7-9, Exterior(2R) 6-7-9 to 35-7-7, Interior(1) 35-7-7 to 36-1-14, Exterior(2E) 36-1-14 to 41-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=146, 16=102, 12=162. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss T02 Truss Type PIGGYBACK BASE Qty 7 Ply 1 Wedgewood Dusing Job Reference (optional) I42611346 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-iuAIpbR36FgLAO??KbEiMIWntfry2iO0lMMWc2yjcCY Scale = 1:78.5 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 3x6 5x6 5x6 3x8 4x6 4x6 3x4 3x6 4x6 2x4 6x10 3x6 3x4 5x12 3x4 3x4 3x6 2x4 6x8 7-2-0 7-2-0 14-1-8 6-11-8 24-11-8 10-10-0 25-3-8 0-4-0 28-1-8 2-10-0 34-1-0 5-11-8 40-3-0 6-2-0 -1-2-8 1-2-8 7-2-0 7-2-0 14-1-8 6-11-8 19-6-8 5-5-0 24-11-8 5-5-0 28-1-8 3-2-0 34-1-0 5-11-8 40-3-0 6-2-0 1-4-1412-0-00-10-142-0-012-0-09.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-0,0-2-0], [8:0-4-4,0-2-0], [11:0-5-12,0-0-1], [14:0-4-8,0-2-4], [15:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.55 0.75 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.63 0.01 0.03 (loc) 15-16 15-16 11 16-18 l/defl >952 >473 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 218 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* 5-16,6-16,14-16,6-14: 2x4 SPF No.2, 2-19: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 3-11-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. 1 Row at midpt 7-14 WEBS 1 Row at midpt 3-16, 5-16, 6-14, 8-14 REACTIONS. (size) 11=0-3-8, 19=0-3-8, 14=0-3-8 Max Horz 19=308(LC 7) Max Uplift 11=-134(LC 11), 19=-145(LC 10), 14=-103(LC 7) Max Grav 11=607(LC 18), 19=1082(LC 17), 14=1936(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1111/193, 3-5=-721/253, 5-6=-484/273, 6-7=-3/298, 7-8=-3/297, 9-11=-633/187, 2-19=-967/205 BOT CHORD 18-19=-314/411, 16-18=-210/966, 7-14=-276/135, 12-13=-26/411, 11-12=-26/411 WEBS 3-16=-562/268, 6-16=-83/694, 6-14=-935/192, 8-14=-724/85, 8-13=-80/528, 9-13=-555/226, 9-12=0/271, 2-18=0/648 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 6-7-9, Exterior(2R) 6-7-9 to 34-11-6, Exterior(2E) 34-11-6 to 40-3-0 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=134, 19=145, 14=103. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611347 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-A5kg1xShtYoBnXaBuJlxuW2xi3A2nAJAz0538VyjcCX Scale = 1:78.2 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 3x6 5x6 5x6 4x6 3x4 3x6 4x6 2x4 8x16 2x4 3x6 3x4 5x12 3x4 3x4 3x6 3x4 6x8 7-2-0 7-2-0 14-1-8 6-11-8 24-11-8 10-10-0 25-3-8 0-4-0 28-1-8 2-10-0 34-1-0 5-11-8 39-11-8 5-10-8 -1-2-8 1-2-8 7-2-0 7-2-0 14-1-8 6-11-8 19-6-8 5-5-0 24-11-8 5-5-0 28-1-8 3-2-0 34-1-0 5-11-8 39-11-8 5-10-8 1-4-1412-0-01-1-82-0-012-0-09.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-0,0-2-0], [8:0-4-4,0-2-0], [10:Edge,0-1-8], [15:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.82 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.63 0.01 0.02 (loc) 15-16 15-16 11 16-18 l/defl >953 >473 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 215 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* 5-16,6-16,14-16,6-14: 2x4 SPF No.2, 2-19,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. 1 Row at midpt 7-14 WEBS 1 Row at midpt 3-16, 5-16, 6-14, 8-14 REACTIONS. (size) 19=0-3-8, 14=0-3-8, 11=Mechanical Max Horz 19=320(LC 7) Max Uplift 19=-130(LC 10), 14=-112(LC 10), 11=-79(LC 11) Max Grav 19=1075(LC 17), 14=1958(LC 2), 11=549(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1105/170, 3-5=-714/228, 5-6=-479/252, 6-7=0/282, 7-8=0/281, 9-10=-540/104, 2-19=-959/188, 10-11=-461/108 BOT CHORD 18-19=-326/410, 16-18=-206/956, 7-14=-276/135, 12-13=-5/343 WEBS 3-16=-563/271, 6-16=-104/705, 6-14=-956/217, 8-14=-741/113, 8-13=-78/516, 9-13=-527/222, 2-18=0/643 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 6-7-9, Exterior(2R) 6-7-9 to 34-6-2, Exterior(2E) 34-6-2 to 39-9-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 19=130, 14=112. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611348 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-7TrRScTxPA3v1rka0knP_x8EgtvmF5ESRKaACNyjcCV Scale = 1:83.5 1 2 3 4 56 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 23 24 3x6 5x8 5x6 5x6 3x4 3x6 2x4 2x4 6x10 3x6 3x6 3x4 3x8 3x4 3x6 3x4 6x6 3x4 7-2-0 7-2-0 14-1-8 6-11-8 20-7-0 6-5-8 20-11-0 0-4-0 28-1-8 7-2-8 34-1-0 5-11-8 39-11-8 5-10-8 -1-2-8 1-2-8 7-2-0 7-2-0 14-1-8 6-11-8 20-7-0 6-5-8 28-1-8 7-6-8 34-1-0 5-11-8 39-11-8 5-10-8 1-4-1412-0-01-1-82-0-012-0-09.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-2-0], [7:0-4-4,0-2-0], [9:0-3-0,0-1-12], [14:0-4-8,0-3-0] 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 0.77 0.55 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.24 0.01 0.02 (loc) 13-14 13-14 10 16-18 l/defl >999 >979 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 200 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* 5-16,5-14,7-14: 2x4 SPF No.2, 2-19,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. 1 Row at midpt 6-14 WEBS 1 Row at midpt 3-16, 5-14, 7-14 REACTIONS. (size) 19=0-3-8, 14=0-3-8, 10=Mechanical Max Horz 19=306(LC 7) Max Uplift 19=-107(LC 10), 14=-132(LC 10), 10=-97(LC 11) Max Grav 19=852(LC 17), 14=2062(LC 2), 10=734(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-796/108, 3-5=-359/169, 5-6=0/315, 6-7=0/309, 7-8=-446/167, 8-9=-784/132, 2-19=-745/143, 9-10=-638/127 BOT CHORD 18-19=-317/389, 16-18=-186/714, 6-14=-491/235, 13-14=0/309, 11-13=-18/556 WEBS 3-18=0/303, 3-16=-622/266, 5-16=-99/582, 14-16=-93/309, 5-14=-872/173, 7-14=-870/127, 7-13=-57/622, 8-13=-468/225, 2-18=0/417, 9-11=0/426 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 6-7-9, Exterior(2R) 6-7-9 to 34-6-2, Exterior(2E) 34-6-2 to 39-9-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 19=107, 14=132. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss T05 Truss Type Common Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611349 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-bgPpfyUZATBme?JmZRJeW8gR4HDZ_hncf_KklqyjcCU Scale = 1:40.8 1 2 3 4 5 6 7 8 17 18 19 20 3x12 4x6 3x12 4x6 2x4 4x6 7-5-8 7-5-8 14-11-0 7-5-8 -1-2-8 1-2-8 7-5-8 7-5-8 14-11-0 7-5-8 16-1-8 1-2-8 0-10-146-6-00-10-149.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-6-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.64 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.16 -0.05 0.12 (loc) 8-11 8-11 2 8-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 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 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 6=0-3-8 Max Horz 2=166(LC 9) Max Uplift 2=-92(LC 10), 6=-92(LC 11) Max Grav 2=770(LC 17), 6=770(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-741/210, 4-6=-741/210 BOT CHORD 2-8=-5/555, 6-8=-5/555 WEBS 4-8=0/426 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 10-9-14, Exterior(2E) 10-9-14 to 16-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss T06 Truss Type Roof Special Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611350 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-3szBtIVBxnJdG9uy79qt3MDaggXBjx5lue3HHGyjcCT Scale = 1:78.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 3x6 4x6 3x6 3x4 3x6 2x4 8x8 3x4 3x8 3x6 6x8 3x6 3x6 6x8 5x6 7-10-0 7-10-0 17-11-0 10-1-0 23-2-0 5-3-0 28-7-8 5-5-8 -1-2-8 1-2-8 7-10-0 7-10-0 15-5-8 7-7-8 17-11-0 2-5-8 23-2-0 5-3-0 28-7-8 5-5-8 1-4-1413-0-01-1-82-0-09.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [9:0-3-0,0-1-8], [11:0-2-8,0-1-8], [12:0-2-0,0-3-4], [15:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.80 0.81 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.64 0.08 0.05 (loc) 13-15 13-15 10 11-12 l/defl >932 >534 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 152 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-13,3-12,5-12: 2x4 SPF No.2, 2-16,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-12 WEBS 1 Row at midpt 3-13 REACTIONS. (size) 16=0-3-8, 10=Mechanical Max Horz 16=346(LC 7) Max Uplift 16=-155(LC 10), 10=-113(LC 11) Max Grav 16=1368(LC 17), 10=1246(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1516/209, 3-5=-1055/268, 5-6=-1200/383, 6-8=-1311/282, 8-9=-1530/214, 2-16=-1273/218, 9-10=-1162/168 BOT CHORD 15-16=-367/450, 13-15=-219/1309, 12-13=-110/1000, 11-12=-71/1188 WEBS 3-15=0/386, 3-13=-1446/282, 3-12=-14/780, 5-12=-263/1063, 8-12=-361/184, 2-15=0/1015, 9-11=-62/1084 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 10-1-14, Exterior(2R) 10-1-14 to 20-9-2, Interior(1) 20-9-2 to 23-2-0, Exterior(2E) 23-2-0 to 28-5-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=155, 10=113. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss T07 Truss Type ROOF SPECIAL Qty 4 Ply 1 Wedgewood Dusing Job Reference (optional) I42611351 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-X2XZ4eWqi5RUuJT8hsL6bZlnl4sxSUQv7IpqpiyjcCS Scale = 1:78.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 3x6 4x6 3x6 3x4 3x6 2x4 8x8 2x4 3x8 3x4 6x8 3x6 3x4 6x8 4x6 7-10-0 7-10-0 17-11-0 10-1-0 18-3-0 0-4-0 23-2-0 4-11-0 28-7-8 5-5-8 -1-2-8 1-2-8 7-10-0 7-10-0 15-5-8 7-7-8 17-11-0 2-5-8 23-2-0 5-3-0 28-7-8 5-5-8 1-4-1413-0-01-1-82-0-09.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [9:0-3-0,0-1-8], [12:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.84 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.59 0.02 0.01 (loc) 13-15 13-15 10 15 l/defl >601 >359 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 152 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* 3-13,3-12,5-12: 2x4 SPF No.2, 2-16,9-10: 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. Except: 1 Row at midpt 6-12 WEBS 1 Row at midpt 3-13, 3-12, 5-12 REACTIONS. (size) 16=0-3-8, 12=0-3-8, 10=Mechanical Max Horz 16=346(LC 7) Max Uplift 16=-77(LC 10), 12=-205(LC 10), 10=-35(LC 11) Max Grav 16=754(LC 17), 12=1623(LC 17), 10=314(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-722/99, 3-5=-72/300, 5-6=0/387, 6-8=0/359, 8-9=-279/47, 2-16=-658/139, 9-10=-267/61 BOT CHORD 15-16=-367/433, 13-15=-142/630, 12-13=-57/552, 6-12=-251/190 WEBS 3-15=0/451, 3-13=-665/193, 3-12=-316/213, 5-12=-610/48, 8-12=-499/195, 2-15=-26/396 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 10-1-14, Exterior(2R) 10-1-14 to 20-9-2, Interior(1) 20-9-2 to 23-2-0, Exterior(2E) 23-2-0 to 28-5-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10 except (jt=lb) 12=205. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss T08 Truss Type Roof Special Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611352 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-?F5xH_XSTOZLVS2LFasL8nIz1UFQBrD2MyYOL9yjcCR Scale = 1:78.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 3x6 5x6 3x6 2x4 2x4 2x4 3x6 3x6 3x8 5x12 3x6 3x4 3x8 4x8 3x4 4-8-12 4-8-12 9-3-0 4-6-4 9-3-8 0-0-8 18-10-0 9-6-8 28-7-8 9-9-8 -1-2-8 1-2-8 4-8-12 4-8-12 9-3-0 4-6-4 15-5-8 6-2-8 22-6-0 7-0-8 28-7-8 6-1-8 1-4-1413-0-01-1-82-0-09.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-8] 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 0.62 0.70 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.55 0.01 0.02 (loc) 11-13 11-13 10 11 l/defl >635 >422 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 136 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-14: 2x3 SPF No.2, 10-12: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-11,6-13: 2x4 SPF No.2, 2-16,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 6-13 REACTIONS. (size) 16=0-3-8, 13=0-3-8, 10=Mechanical Max Horz 16=346(LC 7) Max Uplift 16=-21(LC 11), 13=-287(LC 10), 10=-85(LC 11) Max Grav 16=457(LC 18), 13=1486(LC 17), 10=906(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-374/83, 6-8=-852/206, 8-9=-394/118, 2-16=-388/53, 9-10=-338/119 BOT CHORD 15-16=-335/343, 5-13=-411/303, 11-13=-5/404, 10-11=-32/684 WEBS 13-15=-124/383, 3-13=-264/148, 6-11=-121/798, 8-11=-343/304, 8-10=-642/45, 6-13=-739/52 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 10-1-14, Exterior(2R) 10-1-14 to 20-9-2, Interior(1) 20-9-2 to 23-2-2, Exterior(2E) 23-2-2 to 28-5-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10 except (jt=lb) 13=287. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss T09 Truss Type COMMON Qty 8 Ply 1 Wedgewood Dusing Job Reference (optional) I42611353 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-TRfKVKX4EihC7ccXoHNah_r9yuY0wNIBabIxubyjcCQ Scale = 1:57.0 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 22 23 24 25 26 27 3x8 4x8 3x6 3x6 3x6 3x4 2x4 3x8 3x4 2x4 3x6 4x8 3x6 3x4 3x6 9-11-6 9-11-6 19-8-4 9-8-14 26-7-9 6-11-5 33-1-8 6-5-15 -1-2-8 1-2-8 7-0-0 7-0-0 14-0-12 7-0-12 20-4-3 6-3-7 26-7-9 6-3-7 33-1-8 6-5-15 34-4-0 1-2-8 2-4-37-0-70-8-34.00 12 Plate Offsets (X,Y)-- [10:0-3-8,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.54 0.86 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.42 0.02 0.06 (loc) 14-16 16-17 14 12-14 l/defl >830 >552 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 119 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* 2-17: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 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 5-14, 8-14, 3-17 REACTIONS. (size) 14=0-5-8, 17=0-3-8, 10=0-7-0 Max Horz 17=-118(LC 15) Max Uplift 14=-372(LC 7), 17=-173(LC 6), 10=-251(LC 7) Max Grav 14=1652(LC 2), 17=831(LC 2), 10=524(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-766/241, 5-6=-2/347, 6-8=-45/288, 8-10=-628/388, 2-17=-293/241 BOT CHORD 16-17=-164/768, 14-16=-12/383, 12-14=-270/565, 10-12=-270/565 WEBS 3-16=-271/230, 5-16=-60/654, 5-14=-943/239, 6-14=-397/215, 8-14=-807/489, 8-12=-127/253, 3-17=-794/148 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, Interior(1) 4-1-2 to 8-9-2, Exterior(2R) 8-9-2 to 19-4-6, Interior(1) 19-4-6 to 29-0-6, Exterior(2E) 29-0-6 to 34-4-0 zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=372, 17=173, 10=251. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss T10 Truss Type COMMON Qty 4 Ply 1 Wedgewood Dusing Job Reference (optional) I42611354 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-xdDiigYi?0p3lmBjM_upDCNJzItwflaLpF1UQ1yjcCP Scale = 1:76.7 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 3x6 4x6 3x6 3x6 3x4 4x6 3x4 4x6 3x6 4x8 4x8 3x6 9-3-3 9-3-3 18-3-13 9-0-11 27-7-0 9-3-3 -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 2-4-1412-9-02-4-149.00 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 0.59 0.89 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.43 0.04 0.04 (loc) 13-14 13-14 10 11-13 l/defl >999 >756 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 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 4-4-8 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=0-5-8 Max Horz 14=369(LC 9) Max Uplift 14=-144(LC 10), 10=-144(LC 11) Max Grav 14=1369(LC 17), 10=1369(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-282/200, 3-5=-1266/350, 5-7=-1266/350, 7-8=-281/200, 2-14=-364/208, 8-10=-364/208 BOT CHORD 13-14=-152/1131, 11-13=-14/836, 10-11=-31/968 WEBS 5-11=-194/646, 7-11=-207/322, 5-13=-193/645, 3-13=-207/322, 3-14=-1281/58, 7-10=-1280/58 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=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=144, 10=144. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss T11 Truss Type COMMON Qty 7 Ply 1 Wedgewood Dusing Job Reference (optional) I42611355 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-Qqm4w0ZKmJxwMwmwwiP2mPwTnhD5OC8U2vn2yTyjcCO Scale = 1:76.7 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 3x6 4x6 3x6 3x6 3x4 4x6 3x4 3x8 3x6 4x8 3x8 3x4 9-3-3 9-3-3 18-3-13 9-0-10 27-1-8 8-9-11 -1-2-8 1-2-8 6-6-0 6-6-0 13-9-8 7-3-8 21-1-0 7-3-8 27-1-8 6-0-8 2-4-1412-9-02-9-09.00 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 0.58 0.89 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.43 0.04 0.03 (loc) 12-13 12-13 9 10-12 l/defl >999 >753 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-12,5-10: 2x4 SPF No.2, 2-13,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 7-9 REACTIONS. (size) 13=0-3-8, 9=Mechanical Max Horz 13=365(LC 7) Max Uplift 13=-141(LC 10), 9=-111(LC 11) Max Grav 13=1349(LC 17), 9=1266(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-280/200, 3-5=-1242/345, 5-7=-1213/341, 2-13=-364/208 BOT CHORD 12-13=-168/1101, 10-12=-32/801, 9-10=-68/896 WEBS 3-12=-210/323, 5-12=-193/654, 5-10=-181/587, 7-10=-173/306, 3-13=-1255/51, 7-9=-1274/94 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 21-8-2, Exterior(2E) 21-8-2 to 26-11-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=141, 9=111. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss T12 Truss Type Common Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611356 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-Qqm4w0ZKmJxwMwmwwiP2mPwW6hNpORQU2vn2yTyjcCO Scale = 1:40.7 1 2 3 4 5 8 7 6 9 10 4x6 2x4 2x4 3x8 5x8 5x8 5-1-8 5-1-8 10-3-0 5-1-8 -1-2-8 1-2-8 5-1-8 5-1-8 10-3-0 5-1-8 11-5-8 1-2-8 1-2-146-4-61-2-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.20 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 0.00 0.00 (loc) 6-7 6-7 6 7 l/defl >999 >999 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 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=0-3-8, 6=0-3-8 Max Horz 8=-200(LC 8) Max Uplift 8=-60(LC 10), 6=-60(LC 11) Max Grav 8=480(LC 1), 6=480(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-362/151, 3-4=-362/151, 2-8=-435/218, 4-6=-435/218 BOT CHORD 7-8=-204/273 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 6-1-14, Exterior(2E) 6-1-14 to 11-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss T13 Truss Type Common Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611357 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-u0KS7LayWd3n_4L6UPxHIdTgH5aL7l9eGZWbUwyjcCN Scale = 1:69.9 1 2 3 4 5 6 7 11 10 9 8 16 17 12 13 14 15 4x6 3x6 3x8 3x4 3x4 3x4 3x8 3x8 3x4 9-0-12 9-0-12 18-1-8 9-0-12 -1-2-8 1-2-8 3-0-0 3-0-0 9-0-12 6-0-12 15-1-8 6-0-12 18-1-8 3-0-0 19-4-0 1-2-8 2-8-1411-9-102-8-1412.00 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 0.47 0.82 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.33 0.01 0.01 (loc) 9-11 9-11 8 9 l/defl >999 >658 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 93 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-9: 2x4 SPF No.2, 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 11=0-3-8, 8=0-3-8 Max Horz 11=-357(LC 8) Max Uplift 11=-89(LC 11), 8=-89(LC 10) Max Grav 11=886(LC 18), 8=886(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-641/233, 4-5=-641/233 BOT CHORD 9-11=-204/542, 8-9=-26/383 WEBS 4-9=-143/398, 5-9=-140/254, 3-9=-139/254, 3-11=-712/88, 5-8=-711/88 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 14-0-6, Exterior(2E) 14-0-6 to 19-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss T14 Truss Type ROOF SPECIAL Qty 5 Ply 1 Wedgewood Dusing Job Reference (optional) I42611358 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-MCuqLhaaHxBecEwI17SWrq?t1V_isCxnVDG91MyjcCM Scale = 1:64.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 3x6 4x6 10x10 2x4 5x8 8x8 2x4 2x4 3x4 3x6 4x8 3x6 3x4 4x8 3x12 1-8-0 1-8-0 7-0-12 5-4-12 13-11-0 6-10-4 19-3-12 5-4-12 24-11-0 5-7-4 -1-2-8 1-2-8 1-8-0 1-8-0 7-0-12 5-4-12 12-5-8 5-4-12 13-11-0 1-5-8 19-3-12 5-4-12 24-11-0 5-7-4 0-10-1410-3-00-10-141-0-09.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [9:Edge,0-8-4], [10:0-1-12,0-0-0], [13:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.56 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.20 0.11 0.07 (loc) 13-14 13-14 10 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 116 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-16,7-12: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-17,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-13 WEBS 1 Row at midpt 5-13 REACTIONS. (size) 17=0-3-8, 10=Mechanical Max Horz 17=267(LC 7) Max Uplift 17=-141(LC 10), 10=-109(LC 11) Max Grav 17=1068(LC 1), 10=983(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2034/446, 3-5=-1402/217, 5-6=-893/244, 6-7=-995/349, 7-8=-1078/249, 8-9=-1236/190, 2-17=-1074/198, 9-10=-929/150 BOT CHORD 16-17=-280/190, 3-15=-116/427, 14-15=-562/1942, 13-14=-177/1116 WEBS 3-14=-833/388, 5-14=0/364, 5-13=-582/235, 6-13=-266/871, 11-13=-68/919, 9-11=-38/746, 2-16=-152/377, 2-15=-465/1679 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 7-0-12, Exterior(2R) 7-0-12 to 17-9-2, Interior(1) 17-9-2 to 19-3-12, Exterior(2E) 19-3-12 to 24-9-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=141, 10=109. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss T15 Truss Type ROOF SPECIAL Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611359 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-Ib0blNcrpYRLrX4h9YU_wF5CGJfIK5E4zXlF5FyjcCK Scale = 1:64.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 3x6 4x6 3x6 2x4 5x8 8x8 2x4 2x4 10x10 3x4 3x6 4x8 3x6 3x4 4x8 3x12 1-8-0 1-8-0 7-0-12 5-4-12 13-11-0 6-10-4 19-3-12 5-4-12 24-11-0 5-7-4 -1-2-8 1-2-8 1-8-0 1-8-0 7-0-12 5-4-12 12-5-8 5-4-12 13-11-0 1-5-8 19-3-12 5-4-12 24-11-0 5-7-4 26-1-8 1-2-8 0-10-1410-3-00-10-141-0-09.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [12:Edge,0-8-4], [12:0-1-12,0-0-0], [15:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.62 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.20 0.11 0.07 (loc) 15-16 15-16 12 16-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-18,7-14: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-15 WEBS 1 Row at midpt 5-15 REACTIONS. (size) 19=0-3-8, 12=0-3-8 Max Horz 19=287(LC 9) Max Uplift 19=-141(LC 10), 12=-140(LC 11) Max Grav 19=1066(LC 1), 12=1066(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2055/406, 3-5=-1398/197, 5-6=-889/233, 6-7=-993/338, 7-9=-1072/234, 9-10=-1229/189, 2-19=-1072/192, 10-12=-1012/204 BOT CHORD 18-19=-299/218, 3-17=-117/441, 16-17=-497/1977, 15-16=-140/1136 WEBS 3-16=-849/360, 5-16=0/363, 5-15=-585/231, 6-15=-255/871, 13-15=-9/907, 10-13=-4/719, 2-18=-172/393, 2-17=-406/1711 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 7-0-12, Exterior(2R) 7-0-12 to 17-9-2, Interior(1) 17-9-2 to 20-9-14, Exterior(2E) 20-9-14 to 26-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=141, 12=140. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss T16 Truss Type Roof Special Qty 2 Ply 1 Wedgewood Dusing Job Reference (optional) I42611360 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-mnazzjdTasZCThftjF?DTTdJHivR3UDDBBUpehyjcCJ Scale = 1:79.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 2x4 4x6 3x6 4x8 3x6 2x4 3x4 3x6 10x10 3x6 3x12 3x4 3x8 3x8 3x4 2-2-0 2-2-0 9-3-3 7-1-3 18-3-13 9-0-10 27-1-8 8-9-11 -1-2-8 1-2-8 2-2-0 2-2-0 6-6-0 4-4-0 13-9-8 7-3-8 21-1-0 7-3-8 27-1-8 6-0-8 2-4-1412-9-02-9-01-4-149.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [15:0-5-0,0-4-6] 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 0.66 0.94 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.34 0.06 0.04 (loc) 11-13 11-13 10 11-13 l/defl >999 >947 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 140 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-14: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-16,9-10: 2x4 SPF-S Stud, 6-13,6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 8-10 REACTIONS. (size) 16=0-3-8, 10=Mechanical Max Horz 16=-329(LC 8) Max Uplift 16=-138(LC 10), 10=-109(LC 11) Max Grav 16=1301(LC 17), 10=1255(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-1400/288, 2-3=-1462/277, 3-4=-1432/359, 4-6=-1193/341, 6-8=-1193/330 BOT CHORD 15-16=-377/372, 11-13=-28/768, 10-11=-88/872 WEBS 2-15=-170/1148, 13-15=-229/1085, 4-15=-286/322, 4-13=-468/358, 6-13=-194/595, 6-11=-182/599, 8-11=-173/310, 8-10=-1255/139 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 21-8-2, Exterior(2E) 21-8-2 to 26-11-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) 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 100 lb uplift at joint(s) except (jt=lb) 16=138, 10=109. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 Wedgewood Dusing Job Reference (optional) I42611361 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-Ez8LA3e5L9h34rE3GzWS?gAVQ6Hgoy_NQrEMA7yjcCI Scale = 1:55.5 1 2 3 4 8 76 5910111213 1415161718 19 2x4 5x8 2x4 5x10 MT18HS 10x10 3x6 4x6 4x8 8-11-8 8-11-8 17-11-0 8-11-8 6-2-2 6-2-2 12-0-12 5-10-10 17-11-0 5-10-4 5-0-39-0-77-1-04.00 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 0.64 0.81 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.40 0.01 0.16 (loc) 5-6 5-6 5 5-6 l/defl >954 >523 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 224 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* 2-6,1-8,4-5: 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=0-5-8 Max Horz 8=241(LC 28) Max Uplift 8=-437(LC 4), 5=-538(LC 5) Max Grav 8=3087(LC 2), 5=3401(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2309/398 BOT CHORD 6-8=-358/1764, 5-6=-266/1299 WEBS 2-6=-89/1060, 3-6=-327/2521, 2-8=-2566/412, 3-5=-2271/362 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=437, 5=538. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1192 lb down and 133 lb up at 2-0-12, 294 lb down and 55 lb up at 4-0-12, 294 lb down and 55 lb up at 6-0-12, 294 lb down and 55 lb up at 8-0-12, 294 lb down and 55 lb up at 10-0-12, 804 lb down and 105 lb up at 12-0-12, 691 lb down and 114 lb up at 13-0-12, and 661 lb down and 117 lb up at 14-10-4, and 469 lb down and 98 lb up at 16-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 Wedgewood Dusing Job Reference (optional) I42611361 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:27 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-Ez8LA3e5L9h34rE3GzWS?gAVQ6Hgoy_NQrEMA7yjcCI 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, 5-8=-20 Concentrated Loads (lb) Vert: 7=-294(F) 9=-1111(F) 11=-294(F) 12=-294(F) 14=-294(F) 16=-734(F) 17=-658(F) 18=-636(F) 19=-463(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 Wedgewood Dusing Job Reference (optional) I42611362 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-iAijOPej6Tpwi?pGqg2hYujgsWghXSgWfVzwiZyjcCH Scale = 1:40.7 1 2 3 6 5 4 78910 5x6 4x6 5x6 4x6 4x6 10x10 5-1-8 5-1-8 10-3-0 5-1-8 5-1-8 5-1-8 10-3-0 5-1-8 1-2-146-4-61-2-1412.00 12 Plate 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 0.59 0.64 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.03 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 103 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 4=0-3-8 Max Horz 6=163(LC 5) Max Uplift 6=-282(LC 9), 4=-288(LC 8) Max Grav 6=2300(LC 1), 4=2348(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2036/303, 2-3=-2036/303, 1-6=-1705/236, 3-4=-1703/236 BOT CHORD 5-6=-222/443, 4-5=-126/383 WEBS 2-5=-262/2442, 1-5=-185/1035, 3-5=-187/1021 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 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) except (jt=lb) 6=282, 4=288. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 963 lb down and 129 lb up at 2-2-4, 963 lb down and 129 lb up at 4-2-4, and 963 lb down and 129 lb up at 6-2-4, and 963 lb down and 129 lb up at 8-2-4 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, 2-3=-60, 4-6=-20 Continued on page 2 August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 Wedgewood Dusing Job Reference (optional) I42611362 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:28 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-iAijOPej6Tpwi?pGqg2hYujgsWghXSgWfVzwiZyjcCH LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-963(F) 8=-963(F) 9=-963(F) 10=-963(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 Wedgewood Dusing Job Reference (optional) I42611363 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-BMF5blfLtnynK9NSONZw55Fopw4hGqxgt9jTE0yjcCG Scale = 1:73.7 1 2 3 4 5 11 10 9 87 6 12 13 14 15 16 17 18 6x8 4x6 6x8 4x6 4x6 10x10 3x6 10x10 3x6 10x10 4x6 4-8-2 4-8-2 9-0-12 4-4-10 13-5-6 4-4-10 18-1-8 4-8-2 4-8-2 4-8-2 9-0-12 4-4-10 13-5-6 4-4-10 18-1-8 4-8-2 2-8-1411-9-102-8-1412.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7], [5:0-3-8,Edge], [6:Edge,0-3-8], [7:0-3-8,0-5-0], [10:0-3-8,0-5-0] 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 0.77 0.33 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 0.01 0.04 (loc) 8-10 8-10 6 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 253 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 11=0-3-8, 6=0-3-8 Max Horz 11=-319(LC 4) Max Uplift 11=-678(LC 9), 6=-584(LC 8) Max Grav 11=6628(LC 2), 6=5621(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4398/524, 2-3=-3547/545, 3-4=-3547/545, 4-5=-4415/526, 1-11=-4772/524, 5-6=-4785/526 BOT CHORD 10-11=-310/334, 8-10=-422/3053, 7-8=-287/3064 WEBS 3-8=-644/4682, 4-8=-1163/324, 4-7=-193/1412, 2-8=-1141/321, 2-10=-188/1381, 1-10=-308/3373, 5-7=-309/3375 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 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) except (jt=lb) 11=678, 6=584. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1233 lb down and 123 lb up at 0-1-12, 1211 lb down and 129 lb up at 2-3-4, 1211 lb down and 129 lb up at 4-3-4, 1224 lb down and 131 lb up at 6-3-4, 1224 lb down and 131 lb up at 8-3-4, 1224 lb down and 131 lb up at 10-3-4, 1224 lb down and 131 lb up at 12-3-4, and 1224 lb down and 131 lb up at 14-3-4, and 1224 lb down and 131 lb up at 16-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 Wedgewood Dusing Job Reference (optional) I42611363 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:30 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-fYpUp4gze44exIyey549dJozZKQw?HBp6pS0nSyjcCF LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-11=-20 Concentrated Loads (lb) Vert: 11=-1060(F) 9=-1051(F) 12=-1051(F) 13=-1051(F) 14=-1051(F) 15=-1051(F) 16=-1051(F) 17=-1051(F) 18=-1051(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611364 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-fYpUp4gze44exIyey549dJo7oKTZ?Typ6pS0nSyjcCF Scale: 1/4"=1' 1 2 3 4 5 876 9 10 11 12 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 15-2-7 15-2-3 7-7-3 7-7-3 15-2-7 7-7-3 0-0-47-7-30-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.16 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 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 15-1-15. (lb) - Max Horz 1=185(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-246(LC 10), 6=-245(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=340(LC 20), 8=473(LC 17), 6=472(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-307/286, 4-6=-306/286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-7-13, Exterior(2R) 5-7-13 to 9-6-9, Exterior(2E) 9-6-9 to 14-10-3 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=246, 6=245. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611365 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-7lNs0QhcPOCVZSXrVobOAWLIhjqXkxGzLTCaJuyjcCE Scale = 1:39.2 1 2 3 4 5 876 9 10 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 12-2-7 12-2-3 6-1-3 6-1-3 12-2-7 6-1-3 0-0-46-1-30-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.17 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 12-1-15. (lb) - Max Horz 1=-147(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-216(LC 10), 6=-216(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=337(LC 17), 6=337(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-275/260, 4-6=-274/260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-7-13, Exterior(2R) 5-7-13 to 6-6-9, Exterior(2E) 6-6-9 to 11-10-3 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=216, 6=216. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611366 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-bxxEDmhEAiKMBc613W6diktOg78rTOv6a7x7rLyjcCD Scale = 1:30.9 1 2 3 43x4 4x6 3x4 2x4 9-2-3 9-2-3 9-2-7 0-0-4 4-7-3 4-7-3 9-2-7 4-7-3 0-0-44-7-30-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.48 0.17 0.08 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: 25 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=9-1-15, 3=9-1-15, 4=9-1-15 Max Horz 1=-109(LC 8) Max Uplift 1=-35(LC 11), 3=-35(LC 11), 4=-11(LC 10) Max Grav 1=190(LC 1), 3=190(LC 1), 4=300(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=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 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. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611367 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-bxxEDmhEAiKMBc613W6diktSS78ITPg6a7x7rLyjcCD Scale = 1:21.6 1 2 3 4 2x4 4x6 2x4 2x4 6-2-3 6-2-3 6-2-7 0-0-4 3-1-3 3-1-3 6-2-7 3-1-3 0-0-43-1-30-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.24 0.14 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 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=6-1-15, 3=6-1-15, 4=6-1-15 Max Horz 1=70(LC 7) Max Uplift 1=-26(LC 11), 3=-26(LC 11), 4=-5(LC 10) Max Grav 1=122(LC 1), 3=122(LC 1), 4=196(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=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 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. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611368 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-37VcR6isx?SDomhDdDdsFxQfKXUiCsKFonhgNnyjcCC Scale = 1:10.8 1 2 3 2x4 3x4 2x4 3-2-3 3-2-3 3-2-7 0-0-4 1-7-3 1-7-3 3-2-7 1-7-3 0-0-41-7-30-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 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: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-1-15, 3=3-1-15 Max Horz 1=-32(LC 8) Max Uplift 1=-9(LC 10), 3=-9(LC 11) Max Grav 1=100(LC 1), 3=100(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=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611369 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-XK3_eSjUiJa4QwGQBx85n9zmtxp4xJnP1RQEwDyjcCB Scale = 1:27.3 1 2 3 43x4 4x6 3x4 2x4 0-0-4 0-0-4 8-0-3 7-11-15 4-0-1 4-0-1 8-0-3 4-0-1 0-0-44-0-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.25 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=7-11-11, 3=7-11-11, 4=7-11-11 Max Horz 1=93(LC 7) Max Uplift 1=-34(LC 11), 3=-34(LC 11), 4=-7(LC 10) Max Grav 1=162(LC 1), 3=162(LC 1), 4=260(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=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 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. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611370 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-XK3_eSjUiJa4QwGQBx85n9zotxrexJJP1RQEwDyjcCB Scale = 1:18.3 1 2 3 4 2x4 4x6 2x4 2x4 0-0-4 0-0-4 5-0-3 4-11-15 2-6-1 2-6-1 5-0-3 2-6-1 0-0-42-6-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.09 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-11-11, 3=4-11-11, 4=4-11-11 Max Horz 1=-55(LC 6) Max Uplift 1=-27(LC 11), 3=-27(LC 11) Max Grav 1=103(LC 1), 3=103(LC 1), 4=139(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=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611371 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-?WdNsok6Tdix24rckegKKMV0oKCjgmqYG5AnSfyjcCA Scale = 1:7.8 1 2 3 2x4 3x4 2x4 1-11-15 1-11-15 2-0-3 0-0-4 1-0-1 1-0-1 2-0-3 1-0-1 0-0-41-0-10-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 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 0.04 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-11-11, 3=1-11-11 Max Horz 1=17(LC 9) Max Uplift 1=-5(LC 10), 3=-5(LC 11) Max Grav 1=52(LC 1), 3=52(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=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611372 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-TiAl38kkDwqogDQoILBZta254kW4P9siUlvL_6yjcC9 Scale = 1:54.9 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 2x4 3x6 4x6 3x6 2x4 2x4 3x6 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 31-1-8 31-1-8 -1-2-8 1-2-8 12-0-12 12-0-12 31-1-8 19-0-12 32-4-0 1-2-8 3-4-87-4-121-0-84.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.15 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 12 12 13 11 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 107 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-22: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 21-22. REACTIONS.All bearings 31-1-8. (lb) - Max Horz 22=-98(LC 15) Max Uplift All uplift 100 lb or less at joint(s) 13, 20, 21, 17, 16, 15, 14 except 22=-108(LC 11) Max Grav All reactions 250 lb or less at joint(s) 22, 13 except 19=385(LC 20), 20=418(LC 25), 21=390(LC 20), 17=419(LC 26), 16=366(LC 2), 15=344(LC 26), 14=307(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-20=-260/161, 6-17=-259/162 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 4-0-12, Interior(1) 4-0-12 to 6-9-2, Exterior(2R) 6-9-2 to 17-4-6, Interior(1) 17-4-6 to 27-0-6, Exterior(2E) 27-0-6 to 32-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 20, 21, 17, 16, 15, 14 except (jt=lb) 22=108. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611373 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-yvk7HUlM_EyeHN?_s3ioPnaFk8s_8eqrjPfuWYyjcC8 Scale = 1:49.5 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 2x4 2x4 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 29-9-1 29-9-1 -1-2-8 1-2-8 12-0-12 12-0-12 29-9-1 17-8-5 1-10-85-10-120-0-44.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.18 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 1 1 10 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 86 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 29-8-5. (lb) - Max Horz 18=-94(LC 15) Max Uplift All uplift 100 lb or less at joint(s) 18, 16, 17, 13, 12, 10 except 11=-104(LC 11) Max Grav All reactions 250 lb or less at joint(s) 18, 10 except 15=377(LC 2), 16=383(LC 25), 17=344(LC 2), 13=391(LC 26), 12=306(LC 2), 11=435(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-16=-261/160, 6-13=-262/166, 9-11=-298/194 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) -1-2-8 to 4-0-12, Interior(1) 4-0-12 to 6-9-2, Exterior(2R) 6-9-2 to 17-4-6, Interior(1) 17-4-6 to 23-6-3, Exterior(2E) 23-6-3 to 28-9-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 16, 17, 13, 12, 10 except (jt=lb) 11=104. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611374 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-Q5IVUqm?lY4VvXZBQmD1y?7TOYCtt69_y3OR3_yjcC7 Scale = 1:42.1 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-12 0-0-12 26-4-10 26-3-14 13-2-5 13-2-5 26-4-10 13-2-5 0-0-44-4-120-0-44.00 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 0.13 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 68 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 26-3-2. (lb) - Max Horz 1=71(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 12, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=294(LC 1), 12=324(LC 23), 13=374(LC 1), 9=324(LC 24), 8=374(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-250/155, 2-13=-273/183, 5-9=-250/155, 6-8=-273/183 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 6-2-14, Interior(1) 6-2-14 to 7-10-11, Exterior(2R) 7-10-11 to 18-5-14, Interior(1) 18-5-14 to 20-1-11, Exterior(2E) 20-1-11 to 25-5-5 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 12, 13, 9, 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. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611375 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-uHsth9ndWrCMXh8NzUkGUCge7yWlcav8Bj8?bRyjcC6 Scale = 1:27.7 1 2 3 4 5 9876 10 11 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-12 0-0-12 17-4-10 17-3-14 8-8-5 8-8-5 17-4-10 8-8-5 0-0-42-10-120-0-44.00 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 0.22 0.06 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: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 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.All bearings 17-3-2. (lb) - Max Horz 1=45(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=276(LC 1), 9=368(LC 23), 6=368(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-276/237, 4-6=-278/238 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 6-2-14, Exterior(2R) 6-2-14 to 11-1-11, Exterior(2E) 11-1-11 to 16-5-5 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 9, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 27,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002444 Truss V13 Truss Type GABLE Qty 1 Ply 1 Wedgewood Dusing Job Reference (optional) I42611376 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Aug 27 15:28:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zYXrRq7XGhiixRCcRSBeLGyjdju-uHsth9ndWrCMXh8NzUkGUCgdIyYfca08Bj8?bRyjcC6 Scale = 1:15.5 1 2 3 4 2x4 4x6 2x4 2x4 8-4-10 8-4-10 4-2-5 4-2-5 8-4-10 4-2-5 0-0-41-4-120-0-44.00 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 0.26 0.10 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF 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=8-4-10, 3=8-4-10, 4=8-4-10 Max Horz 1=-19(LC 11) Max Uplift 1=-26(LC 6), 3=-28(LC 11), 4=-29(LC 6) Max Grav 1=115(LC 23), 3=115(LC 24), 4=297(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=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 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. August 27,2020 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