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HomeMy WebLinkAboutM003.016023 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 84 Components - 0783. September 8,2021 Liu, Xuegang Pages or sheets covered by this seal: I47801784 thru I47801828 My license renewal date for the state of Indiana is July 31, 2022. 25940-25940A TG62 A IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss A01 Truss Type GABLE Qty 1 Ply 1 TG62 A Job Reference (optional) I47801784 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:15 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-4pXwe8nRr2X2zT7tYYOrxFt_pslnhsF3njd5k1yfnTg Scale = 1:61.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 30 29 28 27 26 25 24 23 22 31 32 33 34 35 36 37 38 45 46 473x6 4x4 4x6 3x6 4x6 5x6 4x6 8x8 4x8 7-7-107-7-10 10-3-82-7-14 15-2-44-10-12 20-3-85-1-4 22-8-142-5-6 30-4-87-7-10 -0-11-0 0-11-0 5-1-12 5-1-12 7-7-10 2-5-14 15-2-4 7-6-10 22-8-14 7-6-10 30-4-8 7-7-10 31-3-8 0-11-0 0-7-09-5-50-7-07.00 12 Plate Offsets (X,Y)-- [14:0-3-0,0-3-0], [28:0-4-0,0-3-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.26 0.60 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.30 0.04 0.02 (loc) 30-41 30-41 20 30-41 l/defl >999 >835 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 174 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 5-28: 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 31, 33, 36 REACTIONS.All bearings 10-1-0 except (jt=length) 2=0-3-8. (lb) - Max Horz 2=-182(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 20, 25, 24, 23, 22, 28 except 27=-298(LC 7) Max Grav All reactions 250 lb or less at joint(s) 26, 25, 24, 23, 22 except 2=989(LC 21), 20=268(LC 21), 28=1012(LC 22), 28=928(LC 1), 20=257(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1394/131, 3-5=-1125/84, 5-6=-420/56, 6-7=-332/45, 7-8=-310/63, 8-9=-286/81, 9-10=-287/91, 10-11=-301/79, 11-12=-309/67, 12-13=-282/53, 13-14=-300/34, 14-15=-300/29, 15-16=-300/32, 16-17=-300/34, 17-18=-300/36, 18-19=-296/37, 19-20=-306/44 BOT CHORD 2-30=-162/1151, 28-30=-44/896, 27-28=-30/252, 26-27=-30/252, 25-26=-30/252, 24-25=-30/252, 23-24=-30/252, 22-23=-30/252, 20-22=-30/252 WEBS 5-34=-766/135, 33-34=-728/115, 32-33=-771/130, 31-32=-804/142, 31-38=-746/122, 35-38=-756/125, 35-36=-785/131, 36-37=-807/137, 28-37=-863/148, 5-30=0/454, 3-30=-310/144 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-7, Interior(1) 2-1-7 to 12-1-13, Exterior(2R) 12-1-13 to 18-2-11, Interior(1) 18-2-11 to 28-3-1, Exterior(2E) 28-3-1 to 31-3-8 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 1-4-0 oc.Continued on page 2 September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss A01 Truss Type GABLE Qty 1 Ply 1 TG62 A Job Reference (optional) I47801784 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:16 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-Y?5IrUo3cMgvbdh36Gv4UTQ9ZG40QJUC0NNeGUyfnTf NOTES- 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 20, 25, 24, 23, 22, 28, 20 except (jt=lb) 27=298. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss A02 Truss Type Common Qty 2 Ply 1 TG62 A Job Reference (optional) I47801785 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:17 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-0Cfh3ppiNgomDnGFgzQJ0gyD_gPk9krMF16BowyfnTe Scale = 1:61.0 1 2 3 4 5 6 7 8 9 12 11 10 19 20 21 22 23 24 3x8 MT18HS 4x6 3x8 MT18HS 4x6 3x8 MT18HS 4x4 1.5x4 4x4 1.5x4 4x6 10-1-810-1-8 20-3-010-1-8 20-7-00-4-0 30-4-89-9-8 -0-11-0 0-11-0 7-7-2 7-7-2 15-2-4 7-7-2 22-9-6 7-7-2 30-4-8 7-7-2 31-3-8 0-11-0 0-7-09-5-50-7-07.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.73 0.70 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.43 0.02 0.08 (loc) 10-12 10-12 10 10-18 l/defl >724 >563 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 113 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS. (size)2=0-3-8, 10=0-3-8, 8=0-3-8 Max Horz 2=-182(LC 12) Max Uplift 2=-75(LC 14), 10=-70(LC 14), 8=-61(LC 15) Max Grav 2=1030(LC 28), 10=1212(LC 24), 8=636(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1311/104, 3-5=-1162/141, 5-7=-423/115, 7-8=-571/79 BOT CHORD 2-12=-121/1202, 10-12=0/531, 8-10=0/439 WEBS 5-10=-627/127, 7-10=-516/228, 5-12=-94/927, 3-12=-499/227 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-7, Interior(1) 2-1-7 to 12-1-13, Exterior(2R) 12-1-13 to 18-2-11, Interior(1) 18-2-11 to 28-3-1, Exterior(2E) 28-3-1 to 31-3-8 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 8. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss A03 Truss Type Common Girder Qty 1 Ply 2 TG62 A Job Reference (optional) I47801786 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:28 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-CJprNaxbo2AC1TcMpn7uz?wCk6C6Ec3znEHHhnyfnTT Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 4x6 5x6 4x6 6x8 4x6 8x12 5x6 8x8 4x6 4x8 5x6 8x8 4x6 4x8 6x8 JUS24 JUS24 JUS24 JUS24 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 5-3-115-3-11 10-2-154-11-5 15-2-44-11-5 20-1-94-11-5 20-7-00-5-7 25-0-134-5-13 30-4-85-3-11 5-3-11 5-3-11 10-2-15 4-11-5 15-2-4 4-11-5 20-1-9 4-11-5 25-0-13 4-11-5 30-4-8 5-3-11 0-7-09-5-50-7-07.00 12 Plate Offsets (X,Y)-- [1:0-4-0,0-2-9], [2:0-1-12,0-2-0], [4:0-3-0,0-1-12], [6:0-3-0,0-1-12], [8:0-1-12,0-2-0], [9:0-4-0,0-2-9], [10:0-4-12,0-2-0], [11:0-3-8,0-4-8], [12:0-6-0,0-4-12], [13:0-2-12,0-2-0], [14:0-3-8,0-4-8], [15:0-4-12,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.31 0.52 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.14 0.03 0.04 (loc) 12-14 12-14 9 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 425 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP DSS BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS. (size)1=0-3-8, 11=0-3-8 (req. 0-7-15), 9=0-3-8 Max Horz 1=-171(LC 39) Max Uplift 1=-408(LC 14), 11=-786(LC 15), 9=-214(LC 15) Max Grav 1=3948(LC 5), 11=10104(LC 3), 9=3230(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6460/662, 2-4=-4815/488, 4-5=-2321/296, 5-6=-2274/297, 6-8=-87/1390, 8-9=-2684/180 BOT CHORD 1-15=-632/5556, 14-15=-632/5556, 12-14=-392/4126, 11-12=-1185/194, 10-11=-108/2418, 9-10=-108/2418 WEBS 5-12=-206/1988, 6-12=-417/4906, 6-11=-5741/544, 8-11=-4228/360, 8-10=-182/3714, 4-12=-3490/435, 4-14=-329/3663, 2-14=-1715/286, 2-15=-131/1504 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-7, Interior(1) 3-0-7 to 12-1-13, Exterior(2R) 12-1-13 to 18-2-11 , Interior(1) 18-2-11 to 27-4-1, Exterior(2E) 27-4-1 to 30-4-8 zone; cantilever left and right exposed ; 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 5) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 6) Unbalanced snow loads have been considered for this design. 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) WARNING: Required bearing size at joint(s) 11 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=408, 11=786, 9=214. 11) Use MiTek JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 8-0-12 to connect truss(es) to front face of bottom chord. Continued on page 2 September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss A03 Truss Type Common Girder Qty 1 Ply 2 TG62 A Job Reference (optional) I47801786 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:28 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-CJprNaxbo2AC1TcMpn7uz?wCk6C6Ec3znEHHhnyfnTT NOTES- 12) Use MiTek HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 4-0-0 oc max. starting at 10-0-12 from the left end to 29-0-12 to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-9=-60, 16-19=-20 Concentrated Loads (lb) Vert: 14=-1103(F) 24=-558(F) 25=-558(F) 26=-558(F) 27=-558(F) 28=-1103(F) 29=-1103(F) 30=-1103(F) 31=-1101(F) 32=-1159(F) 33=-1159(F) 34=-1159(F) 35=-1159(F) 36=-1159(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss B01 Truss Type GABLE Qty 1 Ply 1 TG62 A Job Reference (optional) I47801787 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:30 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-8ixbnGzsJfQwHmmlwC9M2Q?XbvynieCGEYmNmgyfnTR Scale = 1:68.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 36 34 33 32 31 30 29 28 27 26 25 24 23 37 38 39 40 49 50 35 4x6 4x4 4x6 3x4 4x4 3x4 4x4 4x8 5x6 4x4 6x6 6-6-126-6-12 9-11-33-4-7 12-10-02-10-13 19-6-136-8-13 29-6-09-11-3 7-6-4 7-6-4 14-9-0 7-2-12 21-11-12 7-2-12 29-6-0 7-6-4 0-8-010-6-00-8-08.00 12 Plate Offsets (X,Y)-- [5:0-2-4,0-2-4], [15:0-2-4,0-2-4], [22:0-10-5,0-2-0], [33:0-3-0,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.35 0.25 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.01 0.04 (loc) 36-43 36-43 1 36-43 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 192 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0, Right 2x4 SPF No.2 1-6-8 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 1-36,35-36,34-35. WEBS 1 Row at midpt 10-33, 9-34, 11-32, 12-31 JOINTS 1 Brace at Jt(s): 38 REACTIONS.All bearings 16-8-0 except (jt=length) 1=0-3-8, 35=0-3-8. (lb) - Max Horz 1=-190(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 22, 32, 31, 30, 29, 28, 27, 26, 25, 24, 23 except 34=-398(LC 12) Max Grav All reactions 250 lb or less at joint(s) 22, 33, 32, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22 except 1=512(LC 1), 34=521(LC 19), 35=440(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-570/78 BOT CHORD 1-36=-94/483, 35-36=-94/483, 34-35=-94/483 WEBS 9-34=-277/155, 3-40=-543/175, 39-40=-500/150, 38-39=-539/172, 37-38=-562/185, 34-37=-572/187, 3-36=0/275 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-9-0, Exterior(2R) 11-9-0 to 17-9-0, Interior(1) 17-9-0 to 26-6-0, Exterior(2E) 26-6-0 to 29-6-0 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 22, 32, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22 except (jt=lb) 34=398. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss B02 Truss Type Roof Special Qty 4 Ply 1 TG62 A Job Reference (optional) I47801788 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:32 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-443MCy_6rHheW4w82dBq7r4sYjb6AW?ZisFUqYyfnTP Scale = 1:62.6 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 26 27 28 29 3x6 5x6 3x6 4x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 4x4 4x4 4x6 4x4 5x9 4x4 5x9 4x6 7-4-87-4-8 12-11-125-7-4 13-1-80-1-12 16-1-83-0-0 22-1-86-0-0 29-6-07-4-8 7-4-8 7-4-8 13-1-8 5-9-0 14-9-0 1-7-8 16-1-8 1-4-8 22-1-8 6-0-0 29-6-0 7-4-8 0-8-010-6-00-8-02-0-08.00 12 Plate Offsets (X,Y)-- [14:0-2-0,0-2-8], [15:0-2-0,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.39 0.39 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.15 0.02 0.07 (loc) 17-20 17-20 1 17-20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 155 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 5-16,7-13: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0, Right 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17 5-6-1 oc bracing: 15-16. WEBS 1 Row at midpt 6-15 REACTIONS. (size)1=Mechanical, 16=0-3-8, 11=Mechanical Max Horz 1=-190(LC 8) Max Uplift 1=-63(LC 12), 16=-20(LC 12), 11=-95(LC 13) Max Grav 1=642(LC 19), 16=1225(LC 19), 11=821(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-707/131, 3-5=-266/164, 6-7=-508/230, 7-9=-544/150, 9-11=-974/149 BOT CHORD 1-17=-120/627, 15-16=-1161/52, 14-15=-18/275, 11-12=-35/732 WEBS 15-17=-134/665, 3-15=-501/128, 12-14=-45/756, 9-14=-477/156, 6-15=-513/0, 6-14=-178/842 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-9-0, Exterior(2R) 11-9-0 to 17-9-0, Interior(1) 17-9-0 to 26-6-0, Exterior(2E) 26-6-0 to 29-6-0 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 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) 1, 16, 11. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss B03 Truss Type Common Qty 3 Ply 1 TG62 A Job Reference (optional) I47801789 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:33 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-YHdkQI?kcapV8EVKcKi3g2d0Q7t5v_?iwW_2M?yfnTO Scale = 1:61.8 1 2 3 4 5 6 7 8 9 13 11 10 22 23 24 25 26 12 27 28 29 3x6 4x6 3x6 5x6 4x4 3x6 4x4 1.5x4 4x4 1.5x4 5x6 4x4 9-10-09-10-0 12-10-03-0-0 19-8-06-10-0 29-6-09-10-0 7-4-8 7-4-8 14-9-0 7-4-8 22-1-8 7-4-8 29-6-0 7-4-8 0-8-010-6-00-8-08.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.51 0.66 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.44 0.03 0.07 (loc) 13-16 13-16 9 13-16 l/defl >649 >356 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 116 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0, Right 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Sheathed or 5-1-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 9=Mechanical, 12=0-3-8 Max Horz 1=-190(LC 8) Max Uplift 1=-90(LC 12), 9=-87(LC 13) Max Grav 1=1275(LC 19), 9=1298(LC 20), 12=195(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1667/168, 3-5=-1555/227, 5-7=-1602/220, 7-9=-1715/162 BOT CHORD 1-13=-175/1464, 12-13=-14/958, 10-12=-14/958, 9-10=-62/1362 WEBS 5-10=-123/825, 7-10=-423/235, 5-13=-136/735, 3-13=-428/235 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-9-0, Exterior(2R) 11-9-0 to 17-9-0, Interior(1) 17-9-0 to 26-6-0, Exterior(2E) 26-6-0 to 29-6-0 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 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) 1, 9. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss B04 Truss Type Common Qty 1 Ply 1 TG62 A Job Reference (optional) I47801790 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:35 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-VflUrz1_8C3DNYejjllXlTiLvwYZNuV?OqT8RtyfnTM Scale = 1:61.8 1 2 3 4 5 6 7 8 9 13 11 10 22 23 24 25 26 12 27 28 29 3x6 4x6 3x6 5x6 4x4 3x6 4x4 1.5x4 4x4 1.5x4 5x6 4x4 9-10-09-10-0 12-10-03-0-0 19-8-06-10-0 29-6-09-10-0 7-4-8 7-4-8 14-9-0 7-4-8 22-1-8 7-4-8 29-6-0 7-4-8 0-8-010-6-00-8-08.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.51 0.66 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.44 0.03 0.07 (loc) 13-16 13-16 9 13-16 l/defl >649 >356 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 116 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0, Right 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Sheathed or 5-1-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 9=0-3-8, 12=0-3-8 Max Horz 1=-190(LC 8) Max Uplift 1=-90(LC 12), 9=-87(LC 13) Max Grav 1=1275(LC 19), 9=1298(LC 24), 12=195(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1667/168, 3-5=-1555/227, 5-7=-1602/220, 7-9=-1715/162 BOT CHORD 1-13=-175/1464, 12-13=-14/958, 10-12=-14/958, 9-10=-62/1362 WEBS 5-10=-123/825, 7-10=-423/235, 5-13=-136/735, 3-13=-428/235 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-9-0, Exterior(2R) 11-9-0 to 17-9-0, Interior(1) 17-9-0 to 26-6-0, Exterior(2E) 26-6-0 to 29-6-0 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 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) 1, 9. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss B05 Truss Type Common Qty 1 Ply 1 TG62 A Job Reference (optional) I47801791 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:36 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-zsIs2J1cvVB3?hDvHTGmIhFWfKuo6Lk9cUDizKyfnTL Scale = 1:62.2 1 2 3 4 5 6 7 8 9 10 14 12 11 23 24 25 26 27 13 28 29 30 3x6 4x6 3x6 5x6 4x4 3x6 4x4 1.5x4 4x4 1.5x4 5x6 4x4 9-10-09-10-0 12-10-03-0-0 19-8-06-10-0 29-6-09-10-0 7-4-8 7-4-8 14-9-0 7-4-8 22-1-8 7-4-8 29-6-0 7-4-8 30-5-0 0-11-0 0-8-010-6-00-8-08.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.51 0.66 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.44 0.03 0.07 (loc) 14-17 14-17 9 14-17 l/defl >649 >356 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0, Right 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Sheathed or 5-1-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 9=0-3-8, 13=0-3-8 Max Horz 1=-198(LC 10) Max Uplift 1=-90(LC 12), 9=-103(LC 13) Max Grav 1=1274(LC 20), 9=1349(LC 21), 13=195(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1665/167, 3-5=-1553/227, 5-7=-1597/219, 7-9=-1714/160 BOT CHORD 1-14=-168/1468, 13-14=-6/962, 11-13=-6/962, 9-11=-37/1364 WEBS 5-11=-122/821, 7-11=-421/235, 5-14=-136/734, 3-14=-428/235 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-9-0, Exterior(2R) 11-9-0 to 17-9-0, Interior(1) 17-9-0 to 27-5-0, Exterior(2E) 27-5-0 to 30-5-0 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=103. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss B06 Truss Type Common Qty 1 Ply 1 TG62 A Job Reference (optional) I47801792 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:37 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-R2sEFf2FgpJwcro5rAn?qunhZkDarooIr8yFVmyfnTK Scale = 1:62.2 1 2 3 4 5 6 7 8 9 10 13 12 11 22 23 24 25 26 27 28 29 3x6 4x6 3x6 5x6 4x4 3x8 MT18HS 4x4 1.5x4 4x4 1.5x4 5x6 4x4 9-10-09-10-0 19-8-09-10-0 29-6-09-10-0 7-4-8 7-4-8 14-9-0 7-4-8 22-1-8 7-4-8 29-6-0 7-4-8 30-5-0 0-11-0 0-8-010-6-00-8-08.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.50 0.75 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.44 0.04 0.06 (loc) 11-13 11-13 9 13-16 l/defl >999 >802 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 117 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0, Right 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Sheathed or 4-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 9=0-3-8 Max Horz 1=-198(LC 10) Max Uplift 1=-74(LC 12), 9=-90(LC 13) Max Grav 1=1380(LC 20), 9=1432(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1874/140, 3-5=-1757/198, 5-7=-1754/197, 7-9=-1872/139 BOT CHORD 1-13=-143/1632, 11-13=0/1067, 9-11=-20/1491 WEBS 5-11=-112/883, 7-11=-409/236, 5-13=-113/887, 3-13=-411/237 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-9-0, Exterior(2R) 11-9-0 to 17-9-0, Interior(1) 17-9-0 to 27-5-0, Exterior(2E) 27-5-0 to 30-5-0 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 1, 9. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss B07 Truss Type Common Qty 5 Ply 1 TG62 A Job Reference (optional) I47801793 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:38 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-vEQdT?3tR7RnE?NHOtIEN6KsJ8ZpaF2R4oip2CyfnTJ Scale = 1:62.2 1 2 3 4 5 6 7 8 9 10 13 12 11 22 23 24 25 26 27 28 29 3x6 4x6 3x6 5x6 4x4 3x8 MT18HS 4x4 1.5x4 4x4 1.5x4 5x6 4x4 9-10-09-10-0 19-8-09-10-0 29-6-09-10-0 7-4-8 7-4-8 14-9-0 7-4-8 22-1-8 7-4-8 29-6-0 7-4-8 30-5-0 0-11-0 0-8-010-6-00-8-08.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.50 0.75 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.44 0.04 0.06 (loc) 11-13 11-13 9 13-16 l/defl >999 >802 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 117 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0, Right 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Sheathed or 4-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 9=0-3-8 Max Horz 1=-198(LC 10) Max Uplift 1=-74(LC 12), 9=-90(LC 13) Max Grav 1=1380(LC 20), 9=1432(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1874/140, 3-5=-1757/198, 5-7=-1754/197, 7-9=-1872/139 BOT CHORD 1-13=-143/1632, 11-13=0/1067, 9-11=-20/1491 WEBS 5-11=-112/883, 7-11=-409/236, 5-13=-113/887, 3-13=-411/237 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-9-0, Exterior(2R) 11-9-0 to 17-9-0, Interior(1) 17-9-0 to 27-5-0, Exterior(2E) 27-5-0 to 30-5-0 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss B08 Truss Type GABLE Qty 1 Ply 1 TG62 A Job Reference (optional) I47801794 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:41 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-Jp6l515lk2pM5T6s40rx_kyUXLmZnfWummwTeXyfnTG Scale = 1:65.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1920 21 22 23 24 25 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 49 50 3x6 4x6 4x4 4x6 3x6 5x6 29-6-029-6-0 14-9-0 14-9-0 29-6-0 14-9-0 0-8-010-6-00-8-08.00 12 Plate Offsets (X,Y)-- [8:0-2-4,0-2-4], [18:0-2-4,0-2-4], [37:0-3-0,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-R 0.05 0.04 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 26 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 202 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-37, 12-38, 11-39, 14-36, 15-35 REACTIONS.All bearings 29-6-0. (lb) - Max Horz 48=-201(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 26, 38, 39, 40, 41, 42, 43, 44, 45, 46, 36, 35, 34, 33, 32, 31, 30, 29, 28, 27 except 48=-102(LC 10), 47=-112(LC 12) Max Grav All reactions 250 lb or less at joint(s) 48, 26, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 36, 35, 34, 33, 32, 31, 30, 29, 28, 27 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 3-1-12, Exterior(2N) 3-1-12 to 11-9-0, Corner(3R) 11-9-0 to 17-9-0, Exterior(2N) 17-9-0 to 26-4-4, Corner(3E) 26-4-4 to 29-4-4 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 38, 39, 40, 41, 42, 43, 44, 45, 46, 36, 35, 34, 33, 32, 31, 30, 29, 28, 27 except (jt=lb) 48=102, 47=112. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss C01 Truss Type GABLE Qty 1 Ply 1 TG62 A Job Reference (optional) I47801795 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:43 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-GCDWWi7?Ff34KmGFBRuP491pR9R1FZ4BE4PZjQyfnTE Scale = 1:64.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2021 22 23 24 2526 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 50 51 3x6 4x6 4x4 4x6 3x6 5x6 29-2-029-2-0 -0-11-0 0-11-0 14-7-0 14-7-0 29-2-0 14-7-0 0-8-010-4-110-8-08.00 12 Plate Offsets (X,Y)-- [9:0-2-4,0-2-4], [19:0-2-4,0-2-4], [38:0-3-0,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.04 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.01 (loc) 1 1 27 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 200 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed 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, 12-40, 15-37, 16-36 REACTIONS.All bearings 29-2-0. (lb) - Max Horz 49=208(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 49, 27, 39, 40, 41, 42, 43, 44, 45, 46, 47, 37, 36, 35, 34, 33, 32, 31, 30, 29 except 48=-108(LC 12), 28=-101(LC 13) Max Grav All reactions 250 lb or less at joint(s) 49, 27, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 11-7-0, Corner(3R) 11-7-0 to 17-7-0, Exterior(2N) 17-7-0 to 26-0-4, Corner(3E) 26-0-4 to 29-0-4 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 49, 27, 39, 40, 41, 42, 43, 44, 45, 46, 47, 37, 36, 35, 34, 33, 32, 31, 30, 29 except (jt=lb) 48=108, 28=101. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss C02 Truss Type Common Qty 2 Ply 1 TG62 A Job Reference (optional) I47801796 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:45 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-CaLGxO8GnGJoa4PeJswt9a73dy_PjQKThOugnIyfnTC Scale = 1:61.6 1 2 3 4 5 6 7 8 9 10 14 12 11 23 24 25 26 27 13 28 29 30 3x6 4x6 3x6 5x6 4x4 3x6 4x4 1.5x4 4x4 1.5x4 5x6 4x4 9-8-119-8-11 13-9-04-0-5 19-5-55-8-5 29-2-09-8-11 -0-11-0 0-11-0 7-3-8 7-3-8 14-7-0 7-3-8 21-10-8 7-3-8 29-2-0 7-3-8 0-8-010-4-110-8-08.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.49 0.63 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.41 0.03 0.06 (loc) 14-17 14-17 10 14-17 l/defl >748 >411 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 116 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0, Right 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Sheathed or 5-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-1-12 (req. 0-2-1), 10=Mechanical, 13=0-3-8 Max Horz 2=196(LC 11) Max Uplift 2=-104(LC 12), 10=-87(LC 13) Max Grav 2=1323(LC 24), 10=1281(LC 21), 13=183(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1664/163, 4-6=-1553/221, 6-8=-1575/220, 8-10=-1686/162 BOT CHORD 2-14=-170/1459, 13-14=-13/949, 11-13=-13/949, 10-11=-63/1338 WEBS 6-11=-126/792, 8-11=-419/232, 6-14=-129/753, 4-14=-419/231 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 11-7-0, Exterior(2R) 11-7-0 to 17-7-0, Interior(1) 17-7-0 to 26-2-0, Exterior(2E) 26-2-0 to 29-2-0 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 2 greater than input bearing size. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=104. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss C03 Truss Type Common Qty 2 Ply 1 TG62 A Job Reference (optional) I47801797 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:46 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-gnve8k9uYaRfBE_qsZR6hofEXMISStsdw2eEKkyfnTB Scale = 1:61.6 1 2 3 4 5 6 7 8 9 10 13 12 11 23 24 14 25 26 27 28 29 3x6 4x6 3x6 5x6 4x4 3x8 MT18HS 4x4 1.5x4 4x4 1.5x4 5x6 4x4 4-10-04-10-0 9-8-114-10-11 19-5-59-8-10 29-2-09-8-11 -0-11-0 0-11-0 7-3-8 7-3-8 14-7-0 7-3-8 21-10-8 7-3-8 29-2-0 7-3-8 0-8-010-4-110-8-08.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.48 0.77 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.53 0.04 0.06 (loc) 11-13 11-13 10 11-21 l/defl >884 >550 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 116 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0, Right 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Sheathed or 5-0-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-1-12 (req. 0-2-0), 10=Mechanical, 14=0-3-8 Max Horz 2=196(LC 11) Max Uplift 2=-100(LC 12), 10=-78(LC 13) Max Grav 2=1290(LC 24), 10=1341(LC 21), 14=155(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1736/156, 4-6=-1617/213, 6-8=-1699/202, 8-10=-1816/145 BOT CHORD 2-14=-157/1499, 13-14=-157/1499, 11-13=-2/1007, 10-11=-50/1435 WEBS 6-11=-108/892, 8-11=-405/235, 6-13=-120/752, 4-13=-381/236 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 11-7-0, Exterior(2R) 11-7-0 to 17-7-0, Interior(1) 17-7-0 to 26-2-0, Exterior(2E) 26-2-0 to 29-2-0 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) WARNING: Required bearing size at joint(s) 2 greater than input bearing size. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss C04 Truss Type Common Qty 1 Ply 1 TG62 A Job Reference (optional) I47801798 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:48 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-c91PZQB84BiNRX8C__UanDla?AzvwmLwNM7KOdyfnT9 Scale = 1:61.1 1 2 3 4 5 6 7 8 9 12 11 10 22 23 13 24 25 26 27 28 3x6 4x6 3x6 4x6 4x4 3x8 MT18HS 4x4 1.5x4 4x4 1.5x4 4x6 4x4 4-10-04-10-0 9-8-114-10-11 19-5-59-8-10 29-2-09-8-11 7-3-8 7-3-8 14-7-0 7-3-8 21-10-8 7-3-8 29-2-0 7-3-8 0-8-010-4-110-8-08.00 12 Plate Offsets (X,Y)-- [1:0-3-9,0-0-3], [9:0-3-9,0-0-3] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.49 0.77 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.53 0.04 0.06 (loc) 10-12 10-12 9 10-20 l/defl >884 >550 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 114 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0, Right 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Sheathed or 5-0-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-1-12 (req. 0-1-15), 9=Mechanical, 13=0-3-8 Max Horz 1=188(LC 11) Max Uplift 1=-83(LC 12), 9=-78(LC 13) Max Grav 1=1235(LC 19), 9=1341(LC 20), 13=159(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1737/156, 3-5=-1617/214, 5-7=-1700/203, 7-9=-1816/145 BOT CHORD 1-13=-157/1500, 12-13=-157/1500, 10-12=-2/1007, 9-10=-50/1435 WEBS 5-10=-108/892, 7-10=-405/235, 5-12=-121/753, 3-12=-383/236 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-7-0, Exterior(2R) 11-7-0 to 17-7-0, Interior(1) 17-7-0 to 26-2-0, Exterior(2E) 26-2-0 to 29-2-0 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 1 greater than input bearing size. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss C05 Truss Type Common Qty 1 Ply 1 TG62 A Job Reference (optional) I47801799 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:49 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-4MbnnmBmrVqD2hjPYh?pJQHljaJhfEu3c0sux3yfnT8 Scale = 1:61.1 1 2 3 4 5 6 7 8 9 12 11 10 21 22 23 24 25 26 27 28 3x6 4x6 3x6 4x6 4x4 3x8 MT18HS 4x4 1.5x4 4x4 1.5x4 4x6 4x4 9-8-119-8-11 19-5-59-8-10 29-2-09-8-11 7-3-8 7-3-8 14-7-0 7-3-8 21-10-8 7-3-8 29-2-0 7-3-8 0-8-010-4-110-8-08.00 12 Plate Offsets (X,Y)-- [1:0-3-9,0-0-3], [9:0-3-9,0-0-3] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.49 0.73 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.42 0.04 0.06 (loc) 10-12 10-12 9 12-15 l/defl >999 >825 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 114 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0, Right 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Sheathed or 4-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 9=Mechanical Max Horz 1=188(LC 9) Max Uplift 1=-73(LC 12), 9=-73(LC 13) Max Grav 1=1364(LC 23), 9=1364(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1850/139, 3-5=-1734/197, 5-7=-1734/197, 7-9=-1850/139 BOT CHORD 1-12=-149/1605, 10-12=0/1049, 9-10=-45/1468 WEBS 5-10=-112/875, 7-10=-406/234, 5-12=-112/875, 3-12=-406/234 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-7-0, Exterior(2R) 11-7-0 to 17-7-0, Interior(1) 17-7-0 to 26-2-0, Exterior(2E) 26-2-0 to 29-2-0 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss C06 Truss Type Common Qty 1 Ply 1 TG62 A Job Reference (optional) I47801800 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:50 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-ZY99_6COcpy4grIb5PW2seqvTzfwOh8CrfcRTWyfnT7 Scale = 1:61.1 1 2 3 4 5 6 7 8 9 12 11 10 21 22 23 24 25 26 27 28 3x6 4x6 3x6 4x6 4x4 3x8 MT18HS 4x4 1.5x4 4x4 1.5x4 4x6 4x4 9-8-119-8-11 19-5-59-8-10 29-2-09-8-11 7-3-8 7-3-8 14-7-0 7-3-8 21-10-8 7-3-8 29-2-0 7-3-8 0-8-010-4-110-8-08.00 12 Plate Offsets (X,Y)-- [1:0-3-9,0-0-3], [9:0-3-9,0-0-3] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.49 0.73 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.42 0.04 0.06 (loc) 10-12 10-12 9 12-15 l/defl >999 >825 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 114 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0, Right 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Sheathed or 4-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 9=Mechanical Max Horz 1=-188(LC 8) Max Uplift 1=-73(LC 12), 9=-73(LC 13) Max Grav 1=1364(LC 23), 9=1364(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1850/139, 3-5=-1734/197, 5-7=-1734/197, 7-9=-1850/139 BOT CHORD 1-12=-149/1605, 10-12=0/1049, 9-10=-45/1468 WEBS 5-10=-112/875, 7-10=-406/234, 5-12=-112/875, 3-12=-406/234 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-7-0, Exterior(2R) 11-7-0 to 17-7-0, Interior(1) 17-7-0 to 26-2-0, Exterior(2E) 26-2-0 to 29-2-0 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss C07 Truss Type Common Qty 1 Ply 1 TG62 A Job Reference (optional) I47801801 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:52 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-VxGvPnEf8QCov9S_DqYWx3vFznLOsbeVIz5YXOyfnT5 Scale = 1:61.1 1 2 3 4 5 6 7 8 9 12 11 10 21 22 23 24 25 26 27 28 3x6 4x6 3x6 4x6 4x4 3x8 MT18HS 4x4 1.5x4 4x4 1.5x4 4x6 4x4 9-8-119-8-11 19-5-59-8-10 29-2-09-8-11 7-3-8 7-3-8 14-7-0 7-3-8 21-10-8 7-3-8 29-2-0 7-3-8 0-8-010-4-110-8-08.00 12 Plate Offsets (X,Y)-- [1:0-3-9,0-0-3], [9:0-3-9,0-0-3] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.49 0.73 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.42 0.04 0.06 (loc) 10-12 10-12 9 12-15 l/defl >999 >825 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 114 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0, Right 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Sheathed or 4-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 9=0-3-8 Max Horz 1=-188(LC 8) Max Uplift 1=-73(LC 12), 9=-73(LC 13) Max Grav 1=1364(LC 23), 9=1364(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1850/139, 3-5=-1734/197, 5-7=-1734/197, 7-9=-1850/139 BOT CHORD 1-12=-149/1605, 10-12=0/1049, 9-10=-45/1468 WEBS 5-10=-112/875, 7-10=-406/234, 5-12=-112/875, 3-12=-406/234 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-7-0, Exterior(2R) 11-7-0 to 17-7-0, Interior(1) 17-7-0 to 26-2-0, Exterior(2E) 26-2-0 to 29-2-0 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss C08 Truss Type Common Qty 2 Ply 1 TG62 A Job Reference (optional) I47801802 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:53 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-z7qIc7FHvkKfXJ0AnX3lUGSQkBhcb2ufXdq54ryfnT4 Scale = 1:61.6 1 2 3 4 5 6 7 8 9 10 13 12 11 22 23 24 25 26 27 28 29 3x6 4x6 3x6 5x6 4x4 3x8 MT18HS 4x4 1.5x4 4x4 1.5x4 5x6 4x4 9-8-119-8-11 19-5-59-8-10 29-2-09-8-11 7-3-8 7-3-8 14-7-0 7-3-8 21-10-8 7-3-8 29-2-0 7-3-8 30-1-0 0-11-0 0-8-010-4-110-8-08.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.49 0.73 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.43 0.04 0.06 (loc) 11-13 11-13 9 13-16 l/defl >999 >823 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 116 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0, Right 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 9=0-3-8 Max Horz 1=-196(LC 10) Max Uplift 1=-73(LC 12), 9=-89(LC 13) Max Grav 1=1363(LC 20), 9=1415(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1849/139, 3-5=-1733/196, 5-7=-1731/195, 7-9=-1847/138 BOT CHORD 1-13=-141/1611, 11-13=0/1054, 9-11=-19/1471 WEBS 5-11=-111/871, 7-11=-404/234, 5-13=-112/875, 3-13=-406/234 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-7-0, Exterior(2R) 11-7-0 to 17-7-0, Interior(1) 17-7-0 to 27-1-0, Exterior(2E) 27-1-0 to 30-1-0 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss C09 Truss Type GABLE Qty 1 Ply 1 TG62 A Job Reference (optional) I47801803 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:55 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-vWy21pGXRLaNmcAZuy6DZhXp2_Sq3yoy_xJC8jyfnT2 Scale = 1:66.1 1 2 3 4 5 6 7 8 9 10 11 12 1314 15 16 17 18 19 20 33 31 30 29 28 27 26 25 24 23 22 21 34 3544 45 46 4732 3x6 4x4 4x6 4x4 4x4 3x6 4x4 8x8 5x6 4x8 4x4 8-2-38-2-3 9-9-131-7-10 13-9-03-11-3 19-4-35-7-3 29-2-09-9-13 6-1-10 6-1-10 7-5-4 1-3-10 14-7-0 7-1-12 21-8-12 7-1-12 29-2-0 7-5-4 30-1-0 0-11-0 0-8-010-4-110-8-08.00 12 Plate Offsets (X,Y)-- [12:0-2-4,0-2-4], [18:0-6-7,0-2-8], [19:1-2-7,0-2-0], [19:0-3-5,0-0-3], [31:0-2-8,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.31 0.36 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.17 0.02 0.04 (loc) 33-38 33-38 1 33-38 l/defl >999 >984 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 175 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0, Right 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 1-33,32-33,31-32. WEBS 1 Row at midpt 8-30, 9-29, 5-31 JOINTS 1 Brace at Jt(s): 34 REACTIONS.All bearings 15-5-0 except (jt=length) 1=0-3-8, 32=0-3-8. (lb) - Max Horz 1=-196(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 19, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21 except 31=-133(LC 12) Max Grav All reactions 250 lb or less at joint(s) 19, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 19 except 1=619(LC 24), 31=573(LC 20), 32=341(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-665/81, 3-5=-558/125 BOT CHORD 1-33=-101/636 WEBS 5-31=-623/205, 5-33=-98/670, 3-33=-351/185 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-7-0, Exterior(2R) 11-7-0 to 17-7-0, Interior(1) 17-7-0 to 27-1-0, Exterior(2E) 27-1-0 to 30-1-0 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 19, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 19 except (jt=lb) 31=133. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss D01 Truss Type GABLE Qty 1 Ply 1 TG62 A Job Reference (optional) I47801804 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:57 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-ru4oSVInyyq50wKx0N8he6cCJoDRXugESFoJDcyfnT0 Scale = 1:43.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1819 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 36 37 4x4 4x6 4x6 4x6 20-7-020-7-0 -0-11-0 0-11-0 10-3-8 10-3-8 20-7-0 10-3-8 21-6-0 0-11-0 0-7-06-7-10-7-07.00 12 Plate Offsets (X,Y)-- [26:0-2-8,0-1-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-SH 0.06 0.04 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 18 19 18 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 108 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-7-0. (lb) - Max Horz 2=-127(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 29, 30, 31, 32, 33, 34, 35, 18, 27, 25, 24, 23, 22, 21, 20 Max Grav All reactions 250 lb or less at joint(s) 2, 28, 29, 30, 31, 32, 33, 34, 35, 18, 27, 25, 24, 23, 22, 21, 20 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-3-8, Exterior(2N) 2-3-8 to 7-3-8, Corner(3R) 7-3-8 to 13-3-8, Exterior(2N) 13-3-8 to 18-3-8, Corner(3E) 18-3-8 to 21-6-0 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 29, 30, 31, 32, 33, 34, 35, 18, 27, 25, 24, 23, 22, 21, 20. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss E01 Truss Type Common Girder Qty 1 Ply 2 TG62 A Job Reference (optional) I47801805 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:59 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-oHBZtBJ2Ua4pFEUK7oA9jXiPwcpZ?jHXvZHQHUyfnT_ Scale = 1:37.7 1 2 3 5 4 12 13 14 15 16 17 18 19 20 21 22 6x6 6x6 4x6 5x6 4x6 JUS24 JUS24 JUS24 JUS24 HUS26 HUS26 HUS26 5-4-05-4-0 10-8-05-4-0 16-0-05-4-0 8-0-0 8-0-0 16-0-0 8-0-0 0-8-06-0-00-8-08.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-2-6], [3:0-0-0,0-2-6], [4:0-4-10,0-1-4], [5:0-2-14,0-0-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.70 0.44 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 0.02 0.04 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Sheathed or 5-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 3=0-3-8 Max Horz 1=-103(LC 37) Max Uplift 1=-404(LC 12), 3=-398(LC 13) Max Grav 1=3518(LC 3), 3=4304(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4897/597, 2-3=-5581/587 BOT CHORD 1-5=-431/3976, 4-5=-291/2937, 3-4=-397/4548 WEBS 2-4=-296/3644, 2-5=-314/2360 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-0-0, Exterior(2R) 5-0-0 to 11-0-0, Interior(1) 11-0-0 to 13-0-0, Exterior(2E) 13-0-0 to 16-0-0 zone; cantilever left and right exposed ; 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 5) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=404, 3=398. 9) Use MiTek JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 8-0-12 to connect truss(es) to back face of bottom chord. 10) Use MiTek HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 10-0-12 from the left end to 14-0-12 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss E01 Truss Type Common Girder Qty 1 Ply 2 TG62 A Job Reference (optional) I47801805 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:55:59 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-oHBZtBJ2Ua4pFEUK7oA9jXiPwcpZ?jHXvZHQHUyfnT_ LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 6-9=-20 Concentrated Loads (lb) Vert: 16=-687(B) 17=-687(B) 18=-687(B) 19=-687(B) 20=-1115(B) 21=-1115(B) 22=-1115(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss E02 Truss Type Common Qty 9 Ply 1 TG62 A Job Reference (optional) I47801806 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:00 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-GTlx4WKgFtCgtN3WhVhOGlEcc?7_kFth8D1zoxyfnSz Scale = 1:38.0 1 2 3 4 5 6 7 8 17 18 19 20 21 22 4x6 4x4 4x6 4x4 1.5x4 4x6 8-0-08-0-0 16-0-08-0-0 -0-11-0 0-11-0 8-0-0 8-0-0 16-0-0 8-0-0 16-11-0 0-11-0 0-8-06-0-00-8-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-3], [6:0-3-5,0-0-3] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.57 0.56 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.22 0.04 0.11 (loc) 8-11 8-11 2 8-11 l/defl >999 >881 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0, Right 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Sheathed or 6-0-0 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=-115(LC 10) Max Uplift 2=-56(LC 12), 6=-56(LC 13) Max Grav 2=794(LC 20), 6=794(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-849/96, 4-6=-849/96 BOT CHORD 2-8=0/660, 6-8=0/660 WEBS 4-8=0/460 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-0-0, Exterior(2R) 5-0-0 to 11-0-0, Interior(1) 11-0-0 to 13-11-0, Exterior(2E) 13-11-0 to 16-11-0 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss E03 Truss Type Common Girder Qty 1 Ply 2 TG62 A Job Reference (optional) I47801807 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:02 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-CsthVCMwnVSN6hCvowktLAKskpo0C3C_bXW4tpyfnSx Scale = 1:37.7 1 2 3 5 4 12 13 14 15 16 17 18 19 20 21 22 8x8 8x8 5x9 5x6 5x9 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 5-4-05-4-0 10-8-05-4-0 16-0-05-4-0 8-0-0 8-0-0 16-0-0 8-0-0 0-8-06-0-00-8-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-13], [3:Edge,0-3-13] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.92 0.52 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.18 0.02 0.05 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8 (req. 0-3-14), 3=0-3-8 (req. 0-4-0) Max Horz 1=-103(LC 35) Max Uplift 1=-365(LC 12), 3=-354(LC 13) Max Grav 1=4912(LC 3), 3=5087(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6772/538, 2-3=-6867/527 BOT CHORD 1-5=-383/5536, 4-5=-258/3814, 3-4=-347/5615 WEBS 2-4=-257/4072, 2-5=-279/3894 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-0-0, Exterior(2R) 5-0-0 to 11-0-0, Interior(1) 11-0-0 to 13-0-0, Exterior(2E) 13-0-0 to 16-0-0 zone; cantilever left and right exposed ; 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 5) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 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) WARNING: Required bearing size at joint(s) 1, 3 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=365, 3=354. 10) Use MiTek HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 14-0-12 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) StandardContinued on page 2 September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss E03 Truss Type Common Girder Qty 1 Ply 2 TG62 A Job Reference (optional) I47801807 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:02 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-CsthVCMwnVSN6hCvowktLAKskpo0C3C_bXW4tpyfnSx LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 6-9=-20 Concentrated Loads (lb) Vert: 16=-1102(F) 17=-1102(F) 18=-1131(F) 19=-1131(F) 20=-1131(F) 21=-1147(F) 22=-1147(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss F01 Truss Type GABLE Qty 1 Ply 1 TG62 A Job Reference (optional) I47801808 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:03 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-g2R4jYMYYobEkrn5MdF6uNsB1DFlxcq7qBFdPFyfnSw Scale = 1:54.6 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 3x6 4x4 3x4 3x4 14-0-814-0-8 12-3-4 12-3-4 14-0-8 1-9-4 14-11-8 0-11-0 0-8-08-10-37-8-08.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-R 0.31 0.10 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 12 11-12 13 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed 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 10-14 REACTIONS.All bearings 14-0-8. (lb) - Max Horz 23=245(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 13, 14, 15, 16, 17, 18, 19, 20, 21 except 23=-109(LC 10), 22=-115(LC 12) Max Grav All reactions 250 lb or less at joint(s) 23, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=-144/261, 11-13=-191/276 WEBS 10-14=-259/129 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 2-11-4, Exterior(2N) 2-11-4 to 9-3-4, Corner(3R) 9-3-4 to 12-3-4, Corner(3E) 12-3-4 to 14-11-8 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 14, 15, 16, 17, 18, 19, 20, 21 except (jt=lb) 23=109, 22=115. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss F02 Truss Type Common Qty 4 Ply 1 TG62 A Job Reference (optional) I47801809 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:04 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-8E?SwuNAJ6j5M?MHwLmLQbPLEdXsg18G3r?BxiyfnSv Scale = 1:51.3 1 2 3 45 6 7 8 10 9 15 16 17 3x6 4x6 3x6 4x4 4x4 4x4 3x4 1.5x4 6-1-106-1-10 8-2-32-0-9 14-0-85-10-5 -0-11-0 0-11-0 6-1-10 6-1-10 12-3-4 6-1-10 14-0-8 1-9-4 14-11-8 0-11-0 0-8-08-10-37-8-08.00 12 Plate Offsets (X,Y)-- [2:0-3-1,0-0-3] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.34 0.37 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.16 0.02 0.03 (loc) 10-13 10-13 2 10-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Sheathed 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 6-9 REACTIONS. (size)2=0-3-8, 9=0-3-8 Max Horz 2=250(LC 11) Max Uplift 2=-49(LC 12), 9=-87(LC 12) Max Grav 2=664(LC 20), 9=743(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-689/125, 5-6=-583/179 BOT CHORD 2-10=-100/605 WEBS 6-10=-111/700, 6-9=-639/114, 5-10=-367/196 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 9-3-4, Exterior(2R) 9-3-4 to 12-3-4, Exterior(2E) 12-3-4 to 14-11-8 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss F03 Truss Type COMMON Qty 1 Ply 1 TG62 A Job Reference (optional) I47801810 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:05 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-cRZq8EOp4Qryz9xUU2HazoyVw0t0PUOQHVkkU8yfnSu Scale = 1:51.7 1 2 3 4 5 6 8 7 13 14 15 4x4 4x4 4x4 4x4 3x4 4x6 1.5x4 6-1-106-1-10 8-2-32-0-9 14-0-85-10-5 6-1-10 6-1-10 12-3-4 6-1-10 14-0-8 1-9-4 14-11-8 0-11-0 0-8-08-10-37-8-08.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.34 0.37 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.16 0.02 0.04 (loc) 8-11 8-11 1 8-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 72 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS. (size)1=0-3-8, 7=0-3-8 Max Horz 1=242(LC 11) Max Uplift 1=-33(LC 12), 7=-88(LC 12) Max Grav 1=612(LC 20), 7=745(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-691/127, 3-4=-586/180 BOT CHORD 1-8=-100/608 WEBS 4-8=-112/705, 4-7=-640/114, 3-8=-370/197 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-3-4, Exterior(2R) 9-3-4 to 12-3-4, Exterior(2E) 12-3-4 to 14-11-8 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss G01 Truss Type GABLE Qty 1 Ply 1 TG62 A Job Reference (optional) I47801811 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:06 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-5d6CLaPRrjzpbIWg1mopV0UkeQIm8zSZW9UH0ayfnSt Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 3x6 4x4 3x6 4x8 13-1-813-1-8 -0-11-0 0-11-0 6-6-12 6-6-12 13-1-8 6-6-12 14-0-8 0-11-0 0-8-05-0-80-8-08.00 12 Plate Offsets (X,Y)-- [12:0-3-0,0-2-11] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-SH 0.09 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 12 13 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Right 2x4 SPF No.2 1-3-13 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-1-8. (lb) - Max Horz 23=-104(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 23, 12, 19, 20, 21, 22, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 23, 12, 18, 19, 20, 21, 22, 17, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 3-6-12, Corner(3R) 3-6-12 to 9-6-12, Exterior(2N) 9-6-12 to 11-0-8, Corner(3E) 11-0-8 to 14-0-8 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 12, 19, 20, 21, 22, 17, 16, 15, 14. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss H01 Truss Type GABLE Qty 1 Ply 1 TG62 A Job Reference (optional) I47801812 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:08 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-10EzmGQhNLDXqcg29BqHbRa4hEzxbsMszTzO5TyfnSr Scale = 1:33.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 4x8 4x4 4x8 10-8-010-8-0 -0-11-0 0-11-0 5-4-0 5-4-0 10-8-0 5-4-0 11-7-0 0-11-0 0-10-05-3-50-10-010.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.04 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-8-0. (lb) - Max Horz 20=-118(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 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. 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Corner(3R) 2-1-0 to 8-7-0, Corner(3E) 8-7-0 to 11-7-0 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss H02 Truss Type Common Girder Qty 1 Ply 2 TG62 A Job Reference (optional) I47801813 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:09 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-VCoLzbRJ8eLOSmFFjuMW7e6CteDEKDE?C7ixdvyfnSq Scale = 1:33.8 1 2 3 4 11 12 13 14 15 16 4x8 4x6 10x12 10x12 HUS26 HUS26 HUS26 HUS26 HUS26 5-4-05-4-0 10-8-05-4-0 5-4-0 5-4-0 10-8-0 5-4-0 0-10-05-3-50-10-010.00 12 Plate Offsets (X,Y)-- [1:Edge,0-5-8], [3:Edge,0-5-8], [4:0-4-12,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.28 0.42 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.01 0.02 (loc) 4-10 4-10 1 4-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 94 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 3=0-3-8 Max Horz 1=-86(LC 8) Max Uplift 1=-242(LC 12), 3=-225(LC 13) Max Grav 1=3763(LC 3), 3=3497(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3325/314, 2-3=-3324/314 BOT CHORD 1-4=-144/2488, 3-4=-144/2488 WEBS 2-4=-275/3916 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Exterior(2R) 3-0-0 to 7-8-0, Exterior(2E) 7-8-0 to 10-8-0 zone; cantilever left and right exposed ; 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 5) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=242, 3=225. 9) Use MiTek HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-0-12 from the left end to 9-0-12 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss H02 Truss Type Common Girder Qty 1 Ply 2 TG62 A Job Reference (optional) I47801813 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:10 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-zOMjBxSxvyTF4wqRGctlgsfNd1ZT3gU9RnSV9LyfnSp LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 5-8=-20 Concentrated Loads (lb) Vert: 4=-1147(B) 13=-1147(B) 14=-1147(B) 15=-1146(B) 16=-1146(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss V01 Truss Type Valley Qty 1 Ply 1 TG62 A Job Reference (optional) I47801814 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:10 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-zOMjBxSxvyTF4wqRGctlgsfRe1f93n_9RnSV9LyfnSp Scale = 1:9.4 1 2 3 3x4 3x4 3x4 0-0-50-0-5 3-2-63-2-2 1-7-3 1-7-3 3-2-6 1-7-3 0-0-41-4-00-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 3-2-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-1-13, 3=3-1-13 Max Horz 1=-19(LC 8) Max Uplift 1=-5(LC 12), 3=-5(LC 13) Max Grav 1=96(LC 1), 3=96(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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss V02 Truss Type Valley Qty 2 Ply 1 TG62 A Job Reference (optional) I47801815 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:11 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-Rbw5OHTZfGb6h4OdqJO_C3CcGR_ooEEIgRB2hoyfnSo Scale = 1:9.4 1 2 3 3x4 3x4 3x4 0-0-60-0-6 4-0-03-11-10 2-0-0 2-0-0 4-0-0 2-0-0 0-0-41-4-00-0-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-4, 3=3-11-4 Max Horz 1=-20(LC 8) Max Uplift 1=-8(LC 12), 3=-8(LC 13) Max Grav 1=121(LC 1), 3=121(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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss V03 Truss Type Valley Qty 1 Ply 1 TG62 A Job Reference (optional) I47801816 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:12 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-vnUTcdTCQZjzJDzqO0vDlHknbrKXXhUSu5xcEEyfnSn Scale = 1:9.4 1 2 3 3x4 3x4 3x4 0-0-70-0-7 4-6-144-6-7 2-3-7 2-3-7 4-6-14 2-3-7 0-0-41-4-00-0-47.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.06 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: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-6-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-6-0, 3=4-6-0 Max Horz 1=-20(LC 10) Max Uplift 1=-10(LC 14), 3=-10(LC 15) Max Grav 1=155(LC 20), 3=155(LC 21) 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss V04 Truss Type Valley Qty 1 Ply 1 TG62 A Job Reference (optional) I47801817 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:13 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-Nz1rpzUqBtrpxNY0ykQSHUHxJFggG8Sb7lg9mgyfnSm Scale = 1:18.7 1 2 3 4 3x4 4x4 3x4 1.5x4 0-0-50-0-5 6-4-136-4-8 3-2-6 3-2-6 6-4-13 3-2-6 0-0-42-8-00-0-410.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.07 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: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-4-3, 3=6-4-3, 4=6-4-3 Max Horz 1=-45(LC 8) Max Uplift 1=-20(LC 13), 3=-25(LC 13) Max Grav 1=127(LC 1), 3=127(LC 1), 4=193(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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss V05 Truss Type Valley Qty 2 Ply 1 TG62 A Job Reference (optional) I47801818 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:13 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-Nz1rpzUqBtrpxNY0ykQSHUHv4Fg4G8Kb7lg9mgyfnSm Scale = 1:18.3 1 2 3 4 3x4 4x4 3x4 1.5x4 0-0-60-0-6 8-0-07-11-10 4-0-0 4-0-0 8-0-0 4-0-0 0-0-42-8-00-0-48.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.11 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: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-11-4, 3=7-11-4, 4=7-11-4 Max Horz 1=45(LC 11) Max Uplift 1=-25(LC 12), 3=-31(LC 13) Max Grav 1=151(LC 1), 3=151(LC 1), 4=261(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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-12 to 3-5-12, Exterior(2R) 3-5-12 to 4-6-4, Exterior(2E) 4-6-4 to 7-6-4 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss V06 Truss Type Valley Qty 1 Ply 1 TG62 A Job Reference (optional) I47801819 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:14 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-s9bE0JVSyBzgYX7CVRxhqiq1Qf_p?bTlMOQiI7yfnSl Scale = 1:18.5 1 2 3 4 3x4 4x4 3x4 1.5x4 0-0-70-0-7 9-1-119-1-5 4-6-14 4-6-14 9-1-11 4-6-14 0-0-42-8-00-0-47.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.42 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: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-0-14, 3=9-0-14, 4=9-0-14 Max Horz 1=46(LC 13) Max Uplift 1=-28(LC 14), 3=-34(LC 15) Max Grav 1=234(LC 20), 3=234(LC 21), 4=318(LC 20) 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-8 to 3-6-8, Exterior(2R) 3-6-8 to 5-7-3, Exterior(2E) 5-7-3 to 8-7-3 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss V07 Truss Type Valley Qty 1 Ply 1 TG62 A Job Reference (optional) I47801820 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:15 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-KM9cEfW4jU5XAhiP39TwNvMDV2Kdk2Tua29GqZyfnSk Scale = 1:26.8 1 2 3 4 5 6 3x4 4x4 3x4 1.5x4 0-0-50-0-5 9-7-39-6-14 4-9-10 4-9-10 9-7-3 4-9-10 0-0-44-0-00-0-410.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.16 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: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-6-10, 3=9-6-10, 4=9-6-10 Max Horz 1=-71(LC 8) Max Uplift 1=-31(LC 13), 3=-40(LC 13) Max Grav 1=200(LC 1), 3=200(LC 1), 4=304(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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Exterior(2R) 3-4-13 to 6-2-6, Exterior(2E) 6-2-6 to 9-2-6 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss V08 Truss Type Valley Qty 2 Ply 1 TG62 A Job Reference (optional) I47801821 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:16 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-oYj_R?WiUoDOorHbds_9v7vL?SePTUP1pivpN?yfnSj Scale = 1:25.7 1 2 3 4 5 6 3x4 4x4 3x4 1.5x4 0-0-60-0-6 12-0-011-11-10 6-0-0 6-0-0 12-0-0 6-0-0 0-0-44-0-00-0-48.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.55 0.26 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=11-11-4, 3=11-11-4, 4=11-11-4 Max Horz 1=-71(LC 8) Max Uplift 1=-39(LC 12), 3=-48(LC 13) Max Grav 1=236(LC 1), 3=236(LC 1), 4=410(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-272/87 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-12 to 3-5-12, Exterior(2R) 3-5-12 to 8-6-4, Exterior(2E) 8-6-4 to 11-6-4 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss V09 Truss Type Valley Qty 1 Ply 1 TG62 A Job Reference (optional) I47801822 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:17 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-GkHMfKXKF6LFP?snBaVOSKRcss1OCxdB2MeNvRyfnSi Scale = 1:32.3 1 2 3 4 5 8 7 6 9 10 3x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 12-9-512-9-5 12-9-100-0-5 6-4-13 6-4-13 12-9-10 6-4-13 0-0-45-4-00-0-410.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-SH 0.15 0.08 0.07 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-9-0. (lb) - Max Horz 1=-97(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-123(LC 12), 6=-123(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=310(LC 19), 6=310(LC 24) 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Exterior(2R) 3-4-13 to 9-4-12, Exterior(2E) 9-4-12 to 12-4-12 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=123, 6=123. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss V10 Truss Type Valley Qty 1 Ply 1 TG62 A Job Reference (optional) I47801823 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:18 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-kxrksgYy0PT619RzkH0d_Y_mFGNexP9KH0OwRuyfnSh Scale = 1:26.2 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-70-0-7 13-8-913-8-2 6-10-5 6-10-5 13-8-9 6-10-5 0-0-44-0-00-0-47.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-SH 0.24 0.08 0.05 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 1650F 1.5E OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-7-11. (lb) - Max Horz 1=71(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=291(LC 21), 8=425(LC 20), 6=425(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-361/125, 4-6=-361/125 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 3-10-5, Exterior(2R) 3-10-5 to 9-10-5, Interior(1) 9-10-5 to 10-2-1, Exterior(2E) 10-2-1 to 13-2-1 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss V11 Truss Type Valley Qty 1 Ply 1 TG62 A Job Reference (optional) I47801824 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:19 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-C7P740ZbnjczfI0AI?XsXlXy3gjQgrWUVg7TzKyfnSg Scale = 1:42.1 1 2 3 4 5 8 7 6 9 10 11 123x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-50-0-5 16-0-015-11-11 8-0-0 8-0-0 16-0-0 8-0-0 0-0-46-8-00-0-410.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.11 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-11-6. (lb) - Max Horz 1=-123(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-144(LC 12), 6=-144(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=346(LC 22), 8=454(LC 23), 6=454(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-281/183, 4-6=-281/183 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 5-0-0, Exterior(2R) 5-0-0 to 11-0-0, Interior(1) 11-0-0 to 12-7-3, Exterior(2E) 12-7-3 to 15-7-3 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=144, 6=144. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss V12 Truss Type Valley Qty 1 Ply 1 TG62 A Job Reference (optional) I47801825 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:20 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-gJzVHMaDY1kqGSbMsi254z35m31EPI8dkKt1WmyfnSf Scale = 1:34.9 1 2 3 4 5 8 7 6 9 10 11 12 13 14 3x4 4x4 3x4 5x6 1.5x4 1.5x4 1.5x4 1.5x4 18-3-018-3-0 18-3-70-0-7 9-1-11 9-1-11 18-3-7 9-1-11 0-0-45-4-00-0-47.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.14 0.08 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: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-2-9. (lb) - Max Horz 1=97(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-109(LC 14), 6=-109(LC 15) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=254(LC 20), 8=526(LC 20), 6=526(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-412/154, 4-6=-412/154 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 6-1-11, Exterior(2R) 6-1-11 to 12-1-11, Interior(1) 12-1-11 to 14-8-15, Exterior(2E) 14-8-15 to 17-8-15 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=109, 6=109. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss V13 Truss Type GABLE Qty 1 Ply 1 TG62 A Job Reference (optional) I47801826 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:22 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-di4Fi2bT4e_YWmklz75Z9O9UItl0tDJwBeM8afyfnSd Scale = 1:49.0 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 28 26 29 27 30 31 32 3x4 4x4 3x4 5x6 9-4-09-4-0 18-8-09-4-0 9-4-0 9-4-0 18-8-0 9-4-0 7-9-510.00 12 Plate Offsets (X,Y)-- [19:0-3-0,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-SH 0.05 0.05 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 103 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 25, 26, 27, 30 REACTIONS.All bearings 18-8-0. (lb) - Max Horz 1=-144(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 20, 21, 22, 23, 24, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 1, 13, 20, 21, 22, 23, 24, 18, 17, 16, 15, 14, 19 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-4-13 to 3-4-13, Exterior(2N) 3-4-13 to 6-4-0, Corner(3R) 6-4-0 to 12-4-0, Exterior(2N) 12-4-0 to 15-3-3, Corner(3E) 15-3-3 to 18-3-3 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 20, 21, 22, 23, 24, 17, 16, 15, 14. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss V14 Truss Type Valley Qty 1 Ply 1 TG62 A Job Reference (optional) I47801827 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:23 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-5uedvOc5ry6P7wJxXqcohbhceH3ocez3QI5h65yfnSc Scale = 1:43.6 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 3x4 4x4 3x4 5x6 22-9-1422-9-14 22-10-50-0-7 11-5-2 11-5-2 22-10-5 11-5-2 0-0-46-8-00-0-47.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-SH 0.20 0.15 0.14 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: 74 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-9-7. (lb) - Max Horz 1=123(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 12, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=379(LC 23), 11=474(LC 5), 12=357(LC 23), 9=474(LC 6), 8=358(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-376/141, 5-9=-376/141 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-8 to 3-5-2, Interior(1) 3-5-2 to 8-5-2, Exterior(2R) 8-5-2 to 14-5-2, Interior(1) 14-5-2 to 19-3-13, Exterior(2E) 19-3-13 to 22-3-13 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 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) 1, 11, 12, 9, 8. September 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25940-25940A Truss V15 Truss Type Valley Qty 1 Ply 1 TG62 A Job Reference (optional) I47801828 8.520 s Aug 27 2021 MiTek Industries, Inc. Wed Sep 8 05:56:24 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:PCp3_QDzMcVoOzwax9?lSbytEOV-Z5C07kdjcFEGl4u75Y71EpEnGhPhL33DfyrEfYyfnSb Scale = 1:52.3 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 183x4 4x4 3x4 5x6 27-4-1127-4-11 27-5-20-0-7 13-8-9 13-8-9 27-5-2 13-8-9 0-0-48-0-00-0-47.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-SH 0.21 0.17 0.22 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: 92 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 27-4-5. (lb) - Max Horz 1=-149(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 9 except 12=-108(LC 14), 8=-108(LC 15) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=397(LC 26), 11=458(LC 5), 12=530(LC 27), 9=458(LC 6), 8=530(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-349/130, 2-12=-314/154, 5-9=-349/129, 6-8=-314/154 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 10-8-9, Exterior(2R) 10-8-9 to 16-8-9, Interior(1) 16-8-9 to 23-10-10, Exterior(2E) 23-10-10 to 26-10-10 zone; cantilever left and right exposed ; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 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) 1, 11, 9 except (jt=lb) 12=108, 8=108. September 8,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths