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HomeMy WebLinkAboutCC Lot 17 Truss Seals16023 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 Carter Components (Pittsboro, IN). February 25,2022 Liu, Xuegang Pages or sheets covered by this seal: I50434897 thru I50434935 My license renewal date for the state of Indiana is July 31, 2022. 21060018-D EPCON RT OPTIONS-D4 Promenade IIII Bonus Room 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 21060018-D Truss C7GR Truss Type Hip Girder Qty 1 Ply 3 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434897 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Feb 25 14:03:52 2022 Page 1 ID:3ZCHSFciubhizHdNhRiunYyp8Ez-3k0ty0tv81e8_RFzkYLnBcO59w2mY2ZL8RwooezhaBL Scale = 1:60.3 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 5x8 3x6 5x8 3x10 3x6 2x4 4x5 6x8 2x4 2x4 3x5 2x4 3x5 4x8 2x4 3x8 4x8 6x10 2x4 4x8 3x5 3x5 3x10 6x8 4x8 5x10 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 0-10-8 0-10-8 3-5-4 2-6-12 6-8-12 3-3-8 11-11-5 5-2-9 17-1-14 5-2-9 22-4-8 5-2-9 25-9-6 3-4-14 29-2-4 3-4-14 32-10-8 3-8-4 33-9-12 0-11-4 35-0-8 1-2-12 3-5-43-5-4 6-8-123-3-8 11-11-55-2-9 17-1-145-2-9 22-4-85-2-9 25-9-63-4-14 29-2-43-4-14 31-0-61-10-2 32-10-81-10-2 33-9-120-11-4 35-0-8 1-2-12 0-6-85-0-51-1-81-0-05-0-58.00 12 Plate Offsets (X,Y)-- [1:0-1-5,0-8-9], [1:0-0-0,0-0-10], [3:0-6-4,0-2-4], [9:0-6-4,0-2-4], [12:0-2-10,0-2-4], [13:0-2-0,0-1-3], [14:0-3-8,0-1-8], [16:0-2-8,Edge], [19:0-7-8,0-4-0], [21:0-3-8,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO OHIORC13/TPI2007 CSI. TC BC WB Matrix-MS 0.50 0.67 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.14 -0.30 0.10 (loc) 20 20-21 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 534 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x10 SP 2400F 2.0E SLIDER Right 2x8 SP 2400F 2.0E 1-6-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 1=0-3-8 Max Horz 1=169(LC 9) Max Uplift 13=-635(LC 8), 1=-596(LC 9) Max Grav 13=2475(LC 2), 1=2568(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2939/722, 2-3=-3316/928, 3-35=-4293/1297, 35-36=-4293/1297, 36-37=-4293/1297, 4-37=-4293/1297, 4-38=-4293/1297, 38-39=-4293/1297, 5-39=-4293/1297, 5-40=-5947/1751, 40-41=-5947/1751, 6-41=-5947/1751, 6-42=-5947/1751, 7-42=-5947/1751, 7-43=-4761/1381, 43-44=-4761/1381, 8-44=-4761/1381, 8-45=-4761/1381, 45-46=-4761/1381, 9-46=-4761/1381, 9-10=-4091/1143, 10-11=-4858/1296, 11-12=-4680/1229, 12-13=-574/164 BOT CHORD 1-47=-669/2223, 25-47=-669/2223, 25-48=-669/2223, 24-48=-669/2223, 24-49=-823/2753, 49-50=-823/2753, 23-50=-823/2753, 23-51=-1483/4927, 51-52=-1483/4927, 22-52=-1483/4927, 21-22=-1483/4927, 21-53=-53/288, 53-54=-53/288, 54-55=-53/288, 20-55=-53/288, 7-19=-138/783, 19-56=-1753/5992, 56-57=-1754/5990, 18-57=-1756/5988, 18-58=-852/3377, 17-58=-852/3377, 17-59=-912/3608, 16-59=-912/3608, 14-15=-88/305, 13-14=-444/1739 WEBS 2-25=-402/208, 2-24=-326/725, 3-24=-58/281, 3-23=-754/2108, 4-23=-637/420, 5-23=-895/313, 5-21=-790/482, 19-21=-1467/4762, 5-19=-366/1264, 7-18=-1789/624, 8-18=-431/201, 9-18=-698/2123, 9-17=-85/492, 10-17=-458/187, 10-16=-194/700, 14-16=-611/2452, 12-16=-706/2800, 12-14=-2301/594 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 Continued on page 2 February 25,2022 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 21060018-D Truss C7GR Truss Type Hip Girder Qty 1 Ply 3 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434897 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Feb 25 14:03:52 2022 Page 2 ID:3ZCHSFciubhizHdNhRiunYyp8Ez-3k0ty0tv81e8_RFzkYLnBcO59w2mY2ZL8RwooezhaBL NOTES- 5) TCLL: ASCE 7-05; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 6) Unbalanced snow loads have been considered for this design. 7) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 8) Provide adequate drainage to prevent water ponding. 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 635 lb uplift at joint 13 and 596 lb uplift at joint 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) "NAILED" indicates 3-10d Nails (0.148" x 3") toe-nails per NDS guidelines. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-51, 3-9=-61, 9-13=-51, 20-30=-20, 16-19=-20, 15-26=-20 Concentrated Loads (lb) Vert: 3=-84(F) 9=-99(F) 16=-52(F) 11=-90(F) 24=-52(F) 5=-80(F) 21=-52(F) 17=-18(F) 36=-80(F) 37=-80(F) 38=-80(F) 39=-80(F) 40=-80(F) 41=-80(F) 42=-80(F) 43=-95(F) 44=-95(F) 45=-95(F) 47=-61(F) 48=-133(F) 49=-52(F) 50=-52(F) 51=-52(F) 52=-52(F) 53=-52(F) 54=-52(F) 55=-52(F) 56=-18(F) 57=-18(F) 58=-18(F) 59=-18(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 21060018-D Truss C6 Truss Type Hip Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434898 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:14 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-VH6BfrtWlHlbyiTnNT8UgIMDgJIgG7NDlyAgBHzhwDx Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 23 24 25 26 27 28 5x8 3x6 3x6 3x5 2x4 5x8 5x10 2x4 2x4 4x5 2x4 4x5 3x6 6x10 3x5 5x8 4x5 3x5 4x5 3x10 2x4 0-10-80-10-8 8-8-127-10-4 15-6-106-9-14 22-4-86-9-14 27-2-44-9-12 32-10-85-8-4 35-0-82-2-0 4-5-4 4-5-4 8-8-12 4-3-8 15-6-10 6-9-14 22-4-8 6-9-14 27-2-4 4-9-12 32-10-8 5-8-4 35-0-8 2-2-0 0-6-86-2-86-4-51-1-81-0-06-2-88.00 12 Plate Offsets (X,Y)-- [1:0-2-5,Edge], [1:0-0-0,0-0-14], [3:0-4-0,0-1-9], [7:0-4-0,0-1-9], [9:0-3-3,0-2-4], [14:0-2-4,0-3-4] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.52 0.69 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.24 0.13 (loc) 14 15-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 7-9,5-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-14 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 12-13 REACTIONS. (size)10=Mechanical, 19=0-3-8 Max Horz 19=95(LC 13) Max Grav 10=1341(LC 2), 19=1438(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-391/0, 2-3=-1797/0, 3-4=-1944/0, 4-6=-2195/0, 6-7=-2208/0, 7-8=-2076/0, 8-9=-2512/0, 9-10=-1348/0 BOT CHORD 1-19=-34/447, 18-19=-78/503, 16-18=0/1383, 6-14=-377/51, 13-14=0/1653, 12-13=0/2083, 9-12=0/2017 WEBS 2-18=0/1005, 3-16=-5/818, 4-16=-657/58, 14-16=0/1833, 4-14=0/325, 7-14=-5/846, 7-13=0/328, 8-13=-437/57, 2-19=-1399/193 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-8-12, Exterior(2R) 8-8-12 to 12-11-11, Interior(1) 12-11-11 to 27-2-4, Exterior(2R) 27-2-4 to 31-5-2, Interior(1) 31-5-2 to 34-8-13 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); Pg=20.0 psf; Pf=20.4 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, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 25,2022 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 21060018-D Truss C5 Truss Type Hip Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434899 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:13 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-15YpRVtu__dkKYuaqmdF75p0WvxDXfv3WIQ7frzhwDy Scale = 1:62.4 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 23 24 25 26 27 28 5x8 5x8 3x6 3x5 2x4 5x8 6x8 2x4 2x4 4x5 2x4 2x4 3x5 4x5 3x5 5x10 3x5 3x5 3x5 3x8 0-10-8 0-10-8 1-0-4 0-1-12 10-8-12 9-8-8 16-6-10 5-9-14 22-4-8 5-9-14 28-6-7 6-1-15 32-10-8 4-4-1 35-0-8 2-2-0 1-0-4 1-0-4 6-1-0 5-0-12 10-8-12 4-7-12 16-6-10 5-9-14 25-2-4 8-7-10 32-10-8 7-8-4 35-0-8 2-2-0 0-6-87-6-87-8-51-1-81-0-07-6-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-4-0,0-1-9], [7:0-4-0,0-1-9], [9:0-5-4,0-2-5], [14:0-2-4,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.68 0.76 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.34 0.13 (loc) 18-19 18-19 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 177 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-9 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 13-14, 12-13 WEBS 1 Row at midpt 3-19 JOINTS 1 Brace at Jt(s): 13 REACTIONS. (size)10=Mechanical, 19=0-3-8 Max Horz 19=114(LC 13) Max Grav 10=1341(LC 2), 19=1438(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-552/0, 2-3=-463/0, 3-4=-1644/0, 4-5=-1599/0, 5-6=-1726/0, 6-7=-1730/0, 7-8=-2129/0, 8-9=-2552/0, 9-10=-1345/0 BOT CHORD 1-19=0/363, 18-19=0/1359, 16-18=0/1305, 6-14=-280/46, 13-14=0/1499, 12-13=0/2176, 9-12=0/2091 WEBS 2-19=-258/198, 3-19=-1394/26, 4-18=0/304, 4-16=-31/546, 5-16=-568/48, 14-16=0/1557, 7-14=-6/636, 7-13=0/395, 8-13=-534/103 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-8-12, Exterior(2R) 10-8-12 to 14-11-11, Interior(1) 14-11-11 to 25-2-4, Exterior(2R) 25-2-4 to 29-5-2, Interior(1) 29-5-2 to 34-8-13 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); Pg=20.0 psf; Pf=20.4 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, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 25,2022 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 21060018-D Truss C4 Truss Type Hip Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434900 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:11 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-5iQ31qrdSMN05EkCiLbn2gki36HH3nZn3_x0bzzhwE_ Scale: 3/16"=1' 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 19 20 21 22 23 24 5x8 5x8 3x5 3x6 3x5 4x6 2x4 4x8 3x5 4x8 3x8 3x8 3x5 2x4 3x6 0-10-8 0-10-8 1-0-4 0-1-12 9-5-14 8-5-10 17-11-8 8-5-10 26-5-2 8-5-10 34-10-12 8-5-10 35-0-8 0-1-12 1-0-4 1-0-4 6-5-4 5-5-0 12-8-12 6-3-8 17-11-8 5-2-12 23-2-4 5-2-12 29-5-11 6-3-8 35-0-8 5-6-12 0-6-88-10-89-0-51-1-88-10-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-4-0,0-1-9], [6:0-4-0,0-1-9], [7:0-3-8,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.55 0.67 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.26 0.07 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 167 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-11 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 3-15, 7-9 REACTIONS. (size)9=Mechanical, 15=0-3-8 Max Horz 15=133(LC 13) Max Grav 9=1354(LC 2), 15=1438(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-391/0, 2-3=-377/7, 3-4=-1678/0, 4-5=-1366/19, 5-6=-1366/19, 6-7=-1687/0, 7-8=-286/27, 8-9=-252/25 BOT CHORD 1-15=0/272, 14-15=0/1390, 12-14=0/1205, 10-12=0/1207, 9-10=0/1397 WEBS 4-14=0/353, 4-12=-26/413, 5-12=-365/50, 6-12=-27/409, 6-10=0/363, 2-15=-276/161, 3-15=-1492/0, 7-9=-1593/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-8-12, Exterior(2R) 12-8-12 to 16-11-11, Interior(1) 16-11-11 to 23-2-4, Exterior(2R) 23-2-4 to 27-5-2, Interior(1) 27-5-2 to 34-10-12 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); Pg=20.0 psf; Pf=20.4 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, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 25,2022 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 21060018-D Truss C3 Truss Type Hip Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434901 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:09 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-8KIIc8pNwl7IrxbpbwYJzFeJCIX7bvpUbgSvX4zhwE0 Scale = 1:64.9 1 2 3 4 5 6 7 8 14 13 12 11 10 9 18 19 20 21 22 3x6 5x8 5x6 5x8 3x6 3x5 2x4 3x5 2x4 4x5 4x8 2x4 2x4 0-10-80-10-8 7-5-46-6-12 14-8-127-3-8 21-2-46-5-8 27-4-86-2-4 7-5-4 7-5-4 14-8-12 7-3-8 21-2-4 6-5-8 27-4-8 6-2-4 28-3-0 0-10-8 0-6-810-2-810-4-56-2-1310-2-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-4-0,0-1-9], [6:0-3-0,0-2-3], [7:0-2-0,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.76 0.90 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.27 0.03 (loc) 11-13 11-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 146 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 6-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 5-10, 6-10 REACTIONS. (size)9=0-3-8, 14=0-3-8 Max Horz 14=197(LC 13) Max Grav 9=1109(LC 2), 14=1130(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-929/0, 2-3=-1332/0, 3-5=-976/67, 5-6=-499/102, 6-7=-693/82, 7-9=-1056/38 BOT CHORD 1-14=0/991, 13-14=-72/991, 11-13=-72/991, 10-11=-38/711 WEBS 3-11=-370/70, 5-11=0/445, 5-10=-425/21, 7-10=0/686, 2-14=-751/131 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-8-12, Exterior(2R) 14-8-12 to 18-11-11, Interior(1) 18-11-11 to 21-2-4, Exterior(2R) 21-2-4 to 25-5-2, Interior(1) 25-5-2 to 28-3-0 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); Pg=20.0 psf; Pf=20.4 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, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 25,2022 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 21060018-D Truss C2 Truss Type Hip Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434902 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:07 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-CxBYBSo7O8sacdRRTVWruqZ3pVxX7zOB8MzoSBzhwE2 Scale = 1:72.4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 19 20 21 3x6 4x8 5x8 3x8 3x6 3x5 2x4 4x5 3x5 3x10 3x5 3x5 3x6 3x5 0-10-8 0-10-8 1-0-4 0-1-12 9-5-13 8-5-9 16-8-12 7-2-14 19-2-4 2-5-8 27-4-8 8-2-4 1-0-4 1-0-4 9-5-13 8-5-9 16-8-12 7-2-14 19-2-4 2-5-8 23-1-10 3-11-6 27-4-8 4-2-14 28-3-0 0-10-8 0-6-811-6-811-8-56-2-1311-6-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-4-0,0-1-9], [6:0-4-0,0-1-9] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.37 0.53 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.23 0.03 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 6-11, 7-10 REACTIONS. (size)15=0-3-8, 10=0-3-8 Max Horz 15=216(LC 13) Max Grav 15=1130(LC 2), 10=1109(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-439/0, 2-3=-1321/0, 3-5=-857/82, 5-6=-596/85, 6-7=-698/85 BOT CHORD 1-15=-8/434, 14-15=-162/546, 12-14=-50/985, 11-12=-14/525, 10-11=-36/409 WEBS 2-15=-1061/205, 2-14=0/554, 3-14=0/288, 3-12=-538/55, 6-12=-54/375, 7-11=0/319, 7-10=-946/4 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 16-8-12, Exterior(2E) 16-8-12 to 19-2-4, Exterior(2R) 19-2-4 to 23-2-5, Interior(1) 23-2-5 to 28-3-0 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); Pg=20.0 psf; Pf=20.4 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, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 25,2022 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 21060018-D Truss C1 Truss Type Common Qty 6 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434903 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:06 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-kldAz6nUeqkk_TsEvo?cLc0no5ZrOYm2viEFwlzhwE3 Scale = 1:77.9 12 3 4 5 6 7 12 11 10 9 8 16 17 3x6 5x6 3x8 3x6 3x5 2x4 4x5 3x5 3x5 6x8 3x10 0-10-8 0-10-8 1-0-4 0-1-12 9-5-14 8-5-10 17-11-8 8-5-10 27-4-8 9-5-0 1-0-4 1-0-4 9-5-14 8-5-10 17-11-8 8-5-10 27-4-8 9-5-0 28-3-0 0-10-8 0-6-812-6-36-2-138.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-3-4,0-2-8], [6:0-3-0,0-1-12], [8:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.77 0.68 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.42 0.02 (loc) 8-9 8-9 8 l/defl >999 >747 n/a L/d 240 180 n/a PLATES MT20 Weight: 147 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS. (size)12=0-3-8, 8=0-3-8 Max Horz 12=229(LC 13) Max Grav 12=1130(LC 2), 8=1109(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-423/0, 2-3=-1323/47, 3-5=-812/126, 5-6=-810/107, 6-8=-1025/84 BOT CHORD 1-12=-12/422, 11-12=-188/545, 9-11=-93/1000 WEBS 2-12=-1115/289, 2-11=0/569, 3-11=0/277, 3-9=-575/93, 5-9=0/393, 6-9=0/612 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-11-8, Exterior(2R) 17-11-8 to 20-11-8, Interior(1) 20-11-8 to 28-3-0 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); Pg=20.0 psf; Pf=15.4 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 1.00 times flat roof load of 15.4 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 25,2022 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 21060018-D Truss C2B Truss Type Common Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434904 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:08 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-g7kwOopl9R?REn0d1C14Q167wuGmsOSKN0jM_ezhwE1 Scale = 1:77.8 1 2 3 4 5 6 7 8 14 13 12 11 10 9 18 193x8 5x6 3x8 3x6 3x5 2x4 4x5 3x5 3x8 3x5 4x5 5x6 2x4 0-10-8 0-10-8 1-0-4 0-1-12 9-5-14 8-5-10 17-11-8 8-5-10 26-5-2 8-5-10 29-1-11 2-8-9 29-2-1 0-0-6 1-0-4 1-0-4 9-5-14 8-5-10 17-11-8 8-5-10 26-5-2 8-5-10 29-2-1 2-8-15 30-4-15 1-2-14 0-6-812-6-35-0-78.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [7:0-2-9,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.80 0.59 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.20 0.03 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 154 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-8: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. WEBS 1 Row at midpt 3-11 REACTIONS. (size)14=0-3-8, 9=0-4-3 Max Horz 14=221(LC 13) Max Grav 14=1201(LC 2), 9=1204(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-409/0, 2-3=-1436/43, 3-5=-921/125, 5-6=-916/115, 6-7=-521/73, 7-9=-1212/23 BOT CHORD 1-14=-15/420, 13-14=-160/544, 11-13=-53/1088, 10-11=-29/459 WEBS 2-14=-1187/282, 2-13=0/666, 3-13=0/286, 3-11=-582/88, 5-11=-11/490, 6-11=-19/266, 6-10=-722/93, 7-10=-3/980 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-11-8, Exterior(2R) 17-11-8 to 20-11-8, Interior(1) 20-11-8 to 30-4-15 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); Pg=20.0 psf; Pf=15.4 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 1.00 times flat roof load of 15.4 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 25,2022 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 21060018-D Truss C3B Truss Type Common Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434905 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:10 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-cWsgpUq?h3F9T59?8d3YVSBTciy_KLIdqKCT3WzhwE? Scale = 1:77.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 19 203x8 4x6 4x8 3x8 3x6 3x6 2x4 4x5 3x5 3x8 3x5 3x6 4x5 2x4 0-10-8 0-10-8 1-0-4 0-1-12 9-5-14 8-5-10 17-11-8 8-5-10 26-5-1 8-5-10 31-1-11 4-8-10 31-2-1 0-0-6 1-0-4 1-0-4 9-5-14 8-5-10 17-11-8 8-5-10 26-5-1 8-5-10 31-2-1 4-9-0 32-4-15 1-2-14 0-6-812-6-33-8-78.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [6:0-4-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.79 0.61 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.21 0.03 (loc) 11-12 11-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 1-4,6-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 3-12, 7-12 REACTIONS. (size)15=0-3-8, 10=0-4-3 Max Horz 15=210(LC 13) Max Grav 15=1281(LC 2), 10=1284(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-416/0, 2-3=-1558/39, 3-5=-1053/121, 5-7=-1048/110, 7-8=-964/57, 8-10=-1255/41 BOT CHORD 1-15=-18/437, 14-15=-150/561, 12-14=-10/1182, 11-12=0/764 WEBS 2-15=-1273/284, 2-14=0/750, 3-14=0/278, 3-12=-571/85, 5-12=-3/598, 7-11=-436/75, 8-11=0/962 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-11-8, Exterior(2R) 17-11-8 to 20-11-8, Interior(1) 20-11-8 to 32-4-15 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); Pg=20.0 psf; Pf=15.4 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 1.00 times flat roof load of 15.4 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 25,2022 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 21060018-D Truss B9B Truss Type Common Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434906 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:05 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-GY3nmmmstWctMJH2M4UMoPUc3hFjf5Vuh3UiOJzhwE4 Scale = 1:77.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 20 21 3x6 4x6 3x6 3x8 3x6 3x6 2x4 4x5 3x5 3x8 3x5 5x6 3x8 3x5 3x6 0-10-80-10-8 9-5-148-7-6 17-11-88-5-10 26-5-28-5-11 33-1-116-8-9 33-2-10-0-6 9-5-14 9-5-14 17-11-8 8-5-10 26-5-2 8-5-11 33-2-1 6-8-15 34-4-15 1-2-14 0-6-812-6-32-4-78.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [8:0-3-0,0-1-12], [11:0-3-8,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.77 0.61 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.21 0.04 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 163 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 1-4,6-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 7-13 REACTIONS. (size)16=0-3-8, 10=0-4-3 Max Horz 16=200(LC 13) Max Grav 16=1361(LC 2), 10=1364(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-421/0, 2-3=-1682/35, 3-5=-1186/117, 5-7=-1183/112, 7-8=-1393/40, 8-10=-1307/53 BOT CHORD 1-16=-19/443, 15-16=-139/568, 13-15=0/1285, 11-13=0/1080 WEBS 2-16=-1348/282, 2-15=0/846, 3-15=0/271, 5-13=-1/709, 3-13=-565/85, 8-11=0/1077, 7-13=-339/90 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-11-8, Exterior(2R) 17-11-8 to 20-11-8, Interior(1) 20-11-8 to 34-4-15 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); Pg=20.0 psf; Pf=15.4 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 1.00 times flat roof load of 15.4 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 25,2022 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 21060018-D Truss B8B Truss Type Common Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434907 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:04 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-oMVPZQmE6DU0lAisoNz7GBxRCHuuweGlSPl8rszhwE5 Scale = 1:79.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 20 213x8 5x6 3x8 3x8 3x6 3x6 2x4 4x5 3x5 5x8 4x5 3x8 3x5 4x5 3x6 0-10-80-10-8 9-5-148-7-6 17-11-88-5-10 26-5-28-5-11 26-6-10-0-14 35-1-118-7-10 35-2-10-0-6 9-5-14 9-5-14 17-11-8 8-5-10 26-5-2 8-5-11 33-9-13 7-4-11 35-2-1 1-4-4 36-4-15 1-2-14 0-6-812-6-31-0-78.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [8:0-2-12,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.78 0.65 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.26 0.05 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 168 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 1-4,6-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-10: 2x6 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 7-13 REACTIONS. (size)16=0-3-8, 10=0-4-3 Max Horz 16=190(LC 13) Max Grav 16=1438(LC 2), 10=1446(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-424/0, 2-3=-1801/32, 3-5=-1313/114, 5-7=-1313/113, 7-8=-1810/29, 8-10=-1366/67 BOT CHORD 1-16=-18/445, 15-16=-128/571, 13-15=0/1384, 11-13=0/1389, 10-11=-50/423 WEBS 2-16=-1415/278, 2-15=0/945, 3-15=0/265, 3-13=-561/85, 5-13=-1/821, 8-11=0/970, 7-13=-565/85, 7-11=0/279 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-11-8, Exterior(2R) 17-11-8 to 20-11-8, Interior(1) 20-11-8 to 36-4-15 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); Pg=20.0 psf; Pf=15.4 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 1.00 times flat roof load of 15.4 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 25,2022 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 21060018-D Truss B7B Truss Type Roof Special Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434908 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Feb 25 12:22:17 2022 Page 1 ID:3ZCHSFciubhizHdNhRiunYyp8Ez-19Ejlw6jWLkxGmoZA_VUfISPz?q6_SLDcg_nNPzhbga Scale = 1:80.6 12 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 21 22 23 24 25 26 3x8 5x6 3x8 5x8 3x8 3x6 3x6 3x6 4x5 3x5 3x8 4x5 3x10 3x5 4x8 3x5 4x6 0-10-80-10-8 9-5-148-7-6 17-11-88-5-10 25-10-117-11-3 26-5-20-6-8 33-9-137-4-11 36-0-142-3-1 9-5-14 9-5-14 17-11-8 8-5-10 25-10-11 7-11-3 26-5-2 0-6-8 32-0-15 5-7-12 33-9-13 1-8-15 36-0-14 2-3-1 0-6-812-6-31-2-148.00 12 3.73 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [8:0-5-12,0-2-8], [11:0-3-8,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.84 0.65 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.26 0.07 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,5-6: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-14 REACTIONS. (size)17=0-3-8, 10=Mechanical Max Horz 17=-178(LC 12) Max Grav 17=1479(LC 2), 10=1395(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-429/0, 2-21=-1865/92, 3-21=-1728/143, 3-4=-1382/161, 4-22=-1235/185, 22-23=-1230/186, 5-23=-1200/212, 5-24=-1200/211, 24-25=-1230/185, 6-25=-1234/184, 6-7=-1382/161, 7-26=-1738/151, 8-26=-1958/122, 8-9=-1916/102, 9-10=-1373/68 BOT CHORD 1-17=-49/448, 16-17=-123/567, 15-16=-37/1438, 14-15=-37/1438, 13-14=-38/1548, 12-13=-38/1548, 11-12=-92/1759 WEBS 2-17=-1452/424, 2-16=0/995, 3-16=0/259, 5-14=-64/898, 3-14=-557/135, 8-11=-695/114, 9-11=-101/1940, 7-14=-677/144, 7-12=0/371 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-11-8, Exterior(2R) 17-11-8 to 20-11-8, Interior(1) 20-11-8 to 35-11-2 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); Pg=20.0 psf; Pf=15.4 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 25,2022 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 21060018-D Truss B6B Truss Type Roof Special Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434909 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Feb 25 12:22:30 2022 Page 1 ID:3ZCHSFciubhizHdNhRiunYyp8Ez-8gWdTMHtSLN5KmH3RDEXh1VdlEEVXGX7bBdzK9zhbgN Scale = 1:80.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 20 21 22 23 24 25 26 3x8 5x6 3x8 5x6 3x5 3x8 4x6 3x6 3x6 4x5 3x5 3x8 3x5 3x5 4x8 3x6 0-10-8 0-10-8 1-0-4 0-1-12 9-5-14 8-5-10 17-11-8 8-5-10 26-5-2 8-5-11 32-0-15 5-7-12 36-0-14 4-0-0 1-0-41-0-4 9-5-148-5-10 17-11-88-5-10 26-5-28-5-11 32-0-155-7-12 36-0-144-0-0 0-6-812-6-31-10-58.00 12 3.73 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.84 0.82 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.44 0.07 (loc) 10-11 10-11 10 l/defl >999 >951 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 8-9,1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 7-13 REACTIONS. (size)16=0-3-8, 10=Mechanical Max Horz 16=-178(LC 12) Max Grav 16=1479(LC 2), 10=1395(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-424/0, 2-20=-1865/92, 3-20=-1728/143, 3-4=-1382/161, 4-21=-1234/185, 21-22=-1230/186, 5-22=-1200/212, 5-23=-1197/210, 23-24=-1230/183, 6-24=-1231/183, 6-25=-1283/172, 7-25=-1379/159, 7-8=-1901/149 BOT CHORD 1-16=-50/447, 15-16=-119/566, 14-15=-60/1438, 13-14=-60/1438, 12-13=-53/1548, 11-12=-53/1548, 10-11=-127/1676 WEBS 2-16=-1455/422, 2-15=0/996, 3-15=0/264, 3-13=-558/134, 5-13=-63/892, 7-13=-679/134, 7-11=0/402, 8-10=-1965/169 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-11-8, Exterior(2R) 17-11-8 to 20-11-8, Interior(1) 20-11-8 to 35-11-2 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); Pg=20.0 psf; Pf=15.4 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 25,2022 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 21060018-D Truss B5B Truss Type ATTIC Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434910 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:58:59 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-ROiWVji5HgsjeOqu?pNyZ8Eb9GAOFHQ0I71NAfzhwEA Scale = 1:90.2 1 2 3 4 5 6 7 8 22 21 20 19 17 13 12 11 10 9 18 16 15 14 23 24 25 26 27 28 4x8 5x6 6x10 4x5 3x6 3x5 5x10 3x6 2x4 5x6 2x4 5x10 5x10 5x8 2x4 3x5 3x5 5x6 4x8 5x8 2x4 3x5 3x5 4x6 5-0-08-2-08-7-6 8-7-6 15-5-4 6-9-14 17-2-7 1-9-3 18-11-9 1-9-3 20-8-12 1-9-3 29-5-8 8-8-12 35-2-6 5-8-14 8-7-68-7-6 15-5-46-9-14 17-1-01-7-12 20-7-03-6-0 20-8-120-1-12 29-5-88-8-12 35-2-65-8-14 1-1-84-3-312-6-32-5-121-2-08.00 12 3.73 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [2:0-4-0,Edge], [7:0-7-12,0-3-12], [8:0-3-0,0-2-0], [10:0-2-8,0-2-8], [14:0-2-8,0-1-12], [18:0-3-12,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 25.0 19.3/25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.74 0.67 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.40 0.05 0.07 (loc) 10-12 10-12 9 10-12 l/defl >999 >999 n/a >999 L/d 480 180 n/a 240 PLATES MT20 Weight: 229 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 5-7: 2x6 SP 2400F 2.0E, 7-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-6: 2x4 SP 2400F 2.0E, 1-22: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-21,17-19. WEBS 1 Row at midpt 3-18, 7-14, 10-14 JOINTS 1 Brace at Jt(s): 23 REACTIONS. (size)22=0-3-8, 9=Mechanical Max Horz 22=-185(LC 12) Max Grav 22=1658(LC 2), 9=1657(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2202/61, 3-4=-1931/113, 4-5=-980/43, 5-6=-906/54, 6-7=-2032/71, 7-8=-2187/34, 8-9=-1615/51, 1-22=-1576/75 BOT CHORD 21-22=-134/500, 19-21=-165/815, 17-19=-245/791, 13-17=-12/1495, 12-13=-62/1870, 10-12=-40/1847, 16-18=0/648, 15-16=0/648, 14-15=-108/397 WEBS 3-18=-405/98, 18-23=-15/854, 12-14=0/356, 6-14=0/411, 7-14=-638/106, 7-10=-672/97, 4-23=-836/134, 23-24=-854/134, 6-24=-901/133, 5-24=0/814, 8-10=0/2138, 1-21=0/1356, 13-15=-119/327, 13-14=-776/113, 17-18=-26/1032, 15-17=-745/127, 18-21=-51/1349, 10-14=-122/565 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-2-12 to 3-9-0, Interior(1) 3-9-0 to 17-1-0, Exterior(2R) 17-1-0 to 20-10-9, Interior(1) 20-10-9 to 35-0-10 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=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=25.0 psf; Pf=19.3 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Ceiling dead load (5.0 psf) on member(s). 4-23, 23-24, 6-24 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 16-18, 15-16, 14-15 8) Refer to girder(s) for truss to truss connections. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Attic room checked for L/360 deflection. February 25,2022 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 21060018-D Truss B1GRB Truss Type ATTIC GIRDER Qty 1 Ply 5 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434911 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Feb 25 12:25:07 2022 Page 1 ID:3ZCHSFciubhizHdNhRiunYyp8Ez-2tW_Q2AMUa9qfuoE8hYLY8VYqWqtpIzEh69nKZzhbdw Scale = 1:106.3 1 2 3 4 5 6 7 8 9 10 25 24 23 21 19 16 15 14 13 12 11 22 20 18 17 27 26 35 36 37 38 39 40 41 42 43 44 454647 4849 4x8 5x6 10x12 MT18HS 10x12 MT18HS 10x12 MT18HS 10x12 8x10 12x16 3x6 8x10 6x8 6x12 5x8 6x8 10x12 8x12 MT20HS 8x10 3x6 4x5 2x4 3x6 6x8 8x10 8x10 8x12 MT20HS 3x6 NAILED HGUS26-2 NAILED NAILEDHGUS28-2 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 5-0-08-2-01-2-09-0-0 9-0-0 15-5-4 6-5-4 20-9-12 5-4-8 24-9-5 3-11-9 28-7-4 3-10-0 33-4-2 4-8-14 35-4-6 2-0-4 41-10-0 6-5-10 9-0-0 9-0-0 15-5-4 6-5-4 17-1-0 1-7-12 20-7-0 3-6-0 20-9-12 0-2-12 24-9-5 3-11-9 28-9-14 4-0-9 33-4-2 4-6-4 35-4-6 2-0-4 36-2-6 0-10-0 41-10-0 5-7-10 1-1-84-8-412-6-30-7-121-2-08.00 12 3.73 12 Plate Offsets (X,Y)-- [3:0-5-10,0-2-4], [6:0-5-4,0-3-4], [7:0-2-0,0-2-8], [11:0-6-0,0-4-5], [11:0-3-9,Edge], [13:0-5-0,0-4-4], [14:0-6-0,0-6-4], [15:0-3-8,0-5-4], [16:0-2-8,0-2-4], [23:0-3-8,0-5-12], [26:0-3-8,0-2-4], [27:0-6-0,0-3-4] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 25.0 19.3/25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.54 0.78 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.54 -0.92 0.12 0.11 (loc) 14 14 11 17-22 l/defl >923 >544 n/a 605 L/d 240 180 n/a 360 PLATES MT20 MT20HS MT18HS Weight: 1963 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 8-11: 2x8 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E *Except* 17-22: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-16: 2x6 SPF No.2, 7-16,7-15: 2x4 SP 2400F 2.0E 6-27,3-27: 2x6 SP 2400F 2.0E, 5-26: 2x8 SP 2400F 2.0E WEDGE Left: 2x8 SP 2400F 2.0E , Right: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 26 REACTIONS. (size)11=0-8-15, 1=0-3-8 Max Horz 1=-176(LC 44) Max Grav 11=21099(LC 3), 1=12656(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-19806/0, 2-3=-18617/0, 3-35=0/8151, 4-35=0/8188, 4-5=-5/2415, 5-36=0/3020, 6-36=0/2913, 6-37=-24412/0, 7-37=-24526/0, 7-8=-34624/0, 8-9=-51294/0, 9-10=-50508/0, 10-38=-48378/0, 11-38=-48418/0, 11-39=-26296/0 BOT CHORD 1-25=0/16029, 25-40=0/16040, 24-40=0/16040, 23-24=0/16040, 21-23=0/19861, 19-21=0/19861, 16-19=0/19861, 16-41=0/28843, 15-41=0/28843, 15-42=0/42001, 14-42=0/42001, 14-43=0/42001, 13-43=0/42001, 13-44=0/45947, 12-44=0/45947, 12-45=0/45947, 45-46=0/45947, 11-46=0/45947, 11-47=0/21292, 47-48=0/21292, 48-49=0/21292, 11-49=0/21292, 20-22=0/320, 18-20=0/320, 17-18=0/320 WEBS 3-25=-1862/0, 3-23=0/6127, 22-23=-654/1671, 22-27=-697/1607, 4-27=-10816/0, 16-17=0/15360, 6-17=0/15575, 7-16=-17269/0, 7-15=0/19866, 8-15=-18756/0, 8-14=0/2977, 8-13=0/9456, 9-13=-3227/0, 10-13=0/4284, 26-27=-26765/0, 6-26=-20903/0, 5-26=-3875/0, 20-21=-576/0, 18-19=-49/340, 3-27=-28817/0, 4-26=0/8359, 10-12=-487/604 NOTES- 1) N/A 2) N/A 3) 5-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc, 2x8 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Attach TC&BC w/1/2" diam. bolts(ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 4) 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. 5) Unbalanced roof live loads have been considered for this design. Continued on page 2 February 25,2022 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 21060018-D Truss B1GRB Truss Type ATTIC GIRDER Qty 1 Ply 5 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434911 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Feb 25 12:25:08 2022 Page 2 ID:3ZCHSFciubhizHdNhRiunYyp8Ez-W34MdOB_FtHhH2MQhO4a5M2iawA6YlCOwmvKs?zhbdv NOTES- 6) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 7) TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=25.0 psf; Pf=19.3 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 8) Unbalanced snow loads have been considered for this design. 9) All plates are MT20 plates unless otherwise indicated. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Ceiling dead load (5.0 psf) on member(s). 26-27, 6-26 12) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 20-22, 18-20, 17-18 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent at 35-3-14 from the left end to connect truss(es) to front face of bottom chord. 15) Use Simpson Strong-Tie HGUS28-2 (36-10d Girder, 6-10d Truss) or equivalent at 22-10-8 from the left end to connect truss(es) to back face of bottom chord. 16) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-8 oc max. starting at 24-11-4 from the left end to 40-11-12 to connect truss(es) to back face of bottom chord. 17) Fill all nail holes where hanger is in contact with lumber. 18) "NAILED" indicates 3-10d Nails (0.148" x 3") toe-nails per NDS guidelines. 19) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1752 lb down and 157 lb up at 7-0-0, and 2978 lb down and 267 lb up at 17-1-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 20) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-59, 5-8=-58, 8-30=-58, 32-40=-20, 40-41=-255(F=-235), 11-41=-20, 17-22=-20, 6-27=-10 Concentrated Loads (lb) Vert: 2=-1000(F) 5=-1700(F) 15=-1249(B) 14=-1249(B) 13=-1249(B) 12=-2392(F) 38=-46(F) 41=-2500(B) 42=-1249(B) 43=-1249(B) 44=-1249(B) 45=-1249(B) 46=-24(F) 47=-1249(B) 48=-13(F) 49=-1250(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 21060018-D Truss E1 Truss Type Common Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434912 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:21 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-od1r7Ezv5RdbHnV7IRm7Sn8Sp8hfPHCFMYMYxNzhwDq Scale = 1:47.0 1 2 3 4 5 9 8 7 6 16 17 4x6 4x6 3x6 4x5 3x8 4x5 4x5 2x4 2x4 1-1-0 1-1-0 1-2-8 0-1-8 10-8-0 9-5-8 20-1-8 9-5-8 20-3-0 0-1-8 21-4-0 1-1-0 6-3-8 6-3-8 10-8-0 4-4-8 15-0-8 4-4-8 21-4-0 6-3-8 0-6-87-7-130-6-88.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-6], [5:0-0-0,0-0-6] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.34 0.66 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.25 0.02 (loc) 6-8 6-8 6 l/defl >999 >912 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-0, 6=0-3-0 Max Horz 9=105(LC 13) Max Grav 9=853(LC 2), 6=853(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-386/0, 2-3=-723/63, 3-4=-723/63, 4-5=-386/0 BOT CHORD 1-9=0/291, 8-9=0/679, 6-8=0/679, 5-6=0/291 WEBS 3-8=-6/486, 2-9=-641/87, 4-6=-641/87 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-8-0, Exterior(2R) 10-8-0 to 13-8-0, Interior(1) 13-8-0 to 21-4-0 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); Pg=20.0 psf; Pf=15.4 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 25,2022 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 21060018-D Truss E2GRB Truss Type Common Girder Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434913 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Feb 25 12:26:12 2022 Page 1 ID:3ZCHSFciubhizHdNhRiunYyp8Ez-eNxY3Hy7AYLbytGjRrDbhshiXj73YjspekPj6Izhbcv Scale: 1/4"=1' 1 2 3 4 5 9 8 7 613 14 15 5x6 6x8 8x10 4x8 12x16 3x5 3x6 6x8 10x12 HUS28 HUS28 Special 0-2-80-2-8 5-0-84-10-0 9-9-84-9-0 14-6-84-9-0 19-4-84-10-0 19-7-00-2-8 5-0-8 5-0-8 9-9-8 4-9-0 14-6-8 4-9-0 19-7-0 5-0-8 1-1-87-7-131-1-88.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-11], [4:0-1-12,0-1-8], [5:0-0-13,0-3-15], [6:0-3-8,0-7-4], [7:0-5-0,0-4-12] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.27 0.33 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 0.00 (loc) 6-7 6-7 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 153 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS. (size)1=0-3-0, 5=0-3-0 (req. 0-5-14) Max Horz 1=96(LC 7) Max Grav 1=1698(LC 45), 5=7075(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2093/0, 2-3=-2097/0, 3-4=-2098/0, 4-5=-3959/0 BOT CHORD 1-9=0/1682, 8-9=0/1682, 7-8=0/1682, 7-13=0/3265, 6-13=0/3265, 6-14=0/2941, 14-15=0/3248, 5-15=0/3489 WEBS 3-7=0/1997, 4-7=-2037/0, 4-6=0/2110, 2-8=-258/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; 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); Pg=20.0 psf; Pf=15.4 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) WARNING: Required bearing size at joint(s) 5 greater than input bearing size. 6) Solid blocking is required on both sides of the truss at joint(s), 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Use Simpson Strong-Tie HUS28 (22-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 12-10-12 from the left end to 14-10-12 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 258 lb down and 234 lb up at 0-0-0, and 3410 lb down and 440 lb up at 18-10-3, and 1239 lb down at 16-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-51, 3-5=-51, 5-10=-20 Continued on page 2 SUPPLEMENTARY BEARING PLATES, SPECIAL ANCHORAGE, OR OTHER MEANS TO ALLOW FOR THE MINIMUM REQUIRED SUPPORT WIDTH (SUCH AS COLUMN CAPS, BEARING BLOCKS, ETC.) ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER OR THE BUILDING DESIGNER. February 25,2022 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 21060018-D Truss E2GRB Truss Type Common Girder Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434913 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Feb 25 12:26:12 2022 Page 2 ID:3ZCHSFciubhizHdNhRiunYyp8Ez-eNxY3Hy7AYLbytGjRrDbhshiXj73YjspekPj6Izhbcv LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-2262(B) 10=-38 13=-1097(B) 14=-1097(B) 15=-1097(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 21060018-D Truss R1 Truss Type ATTIC Qty 2 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434914 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:41 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-CUEOK4CSOa9mhr1zTe7pG?zlYCRU4H3ByfCceDzhwDW Scale = 1:78.0 12 3 4 5 6 7 8 9 10 24 23 22 19 17 16 14 13 21 20 18 15 12 11 25 26 29 30 31 4x6 5x6 5x6 5x6 3x5 8x12 MT20HS 6x8 3x5 8x12 3x5 4x5 4x5 8x12 MT20HS 5x8 4x5 5x8 5x10 3x6 13-2-0 8-2-00-10-8 0-10-8 9-1-4 8-2-12 11-9-9 2-8-5 14-5-14 2-8-5 17-2-2 2-8-5 19-10-7 2-8-5 21-5-0 1-6-9 21-5-11 0-0-11 22-6-12 1-1-1 22-8-8 0-1-12 9-1-49-1-4 10-9-51-8-1 11-5-0 0-7-11 14-5-03-0-1 17-10-03-4-15 20-10-03-0-1 21-5-00-7-0 21-5-11 0-0-11 22-6-12 1-1-1 22-8-80-1-12 0-6-1212-6-158-6-38-9-11-2-012-6-1510.00 12 Plate Offsets (X,Y)-- [1:0-1-13,Edge], [7:0-3-0,0-2-12], [8:0-3-4,0-2-12], [10:0-3-8,0-2-8], [11:0-4-8,0-3-0], [12:0-3-8,0-2-8], [14:0-3-8,0-2-8], [16:0-3-8,0-2-8], [17:0-5-8,Edge], [21:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 25.0 19.2/25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.86 0.97 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.47 -0.84 0.08 0.16 (loc) 19-22 19-22 13 19-22 l/defl >547 >309 n/a >999 L/d 480 180 n/a 240 PLATES MT20 MT20HS Weight: 187 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 7-8: 2x6 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 1-17: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 10-13: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 3-6-0 oc bracing: 11-21 WEBS 1 Row at midpt 21-23 JOINTS 1 Brace at Jt(s): 25, 26 REACTIONS. (size)24=0-3-8, 13=0-3-8 Max Horz 24=154(LC 14) Max Grav 24=1041(LC 26), 13=1334(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1128/0, 3-5=-441/0, 5-6=-334/11, 6-7=-473/64, 7-8=-424/85, 8-9=-556/69, 9-10=-389/0, 11-13=-1296/0, 10-11=-462/28 BOT CHORD 22-23=-200/4833, 19-22=-213/4991, 17-19=0/5135, 16-17=0/3465, 14-16=0/1749, 13-14=-570/104, 20-21=-4977/0, 18-20=-4478/0, 15-18=-4475/0, 12-15=-3307/0, 11-12=-1627/0 WEBS 5-21=-291/165, 6-25=-73/303, 25-26=-72/301, 9-26=-73/297, 3-23=-13/608, 21-23=-3958/84, 3-21=-896/52, 2-24=-968/0, 2-23=0/927, 15-16=-563/0, 19-21=-380/710, 17-20=-671/235, 12-16=0/1923, 15-17=-73/1229, 11-14=0/2320, 12-14=-676/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-5-0, Exterior(2E) 14-5-0 to 17-10-0, Exterior(2R) 17-10-0 to 22-0-14, Interior(1) 22-0-14 to 22-6-12 zone; cantilever left exposed ; end vertical left 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=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=25.0 psf; Pf=19.2 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, Lu=50-0-0; Min. flat roof snow load governs. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 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) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-25, 25-26, 9-26 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 20-21, 18-20, 15-18, 12-15, 11-12 10) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 February 25,2022 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 21060018-D Truss R1 Truss Type ATTIC Qty 2 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434914 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:41 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-CUEOK4CSOa9mhr1zTe7pG?zlYCRU4H3ByfCceDzhwDW NOTES- 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Attic room checked for L/360 deflection. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-D Truss R2GR Truss Type ATTIC GIRDER Qty 1 Ply 4 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434915 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:44 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-d3wXy6FKhVXKYJmY8mgWtdbGVPX3Hg7dfdRGFYzhwDT Scale = 1:78.1 12 3 4 5 6 7 8 9 1011 28 27 26 24 22 21 19 17 15 14 25 23 20 18 16 13 12 29 30 6x8 6x8 6x8 4x6 3x5 3x12 MT20HS 3x8 6x10 3x6 10x12 4x6 3x8 5x10 2x4 3x5 4x5 4x5 2x4 3x8 3x5 3x5 3x5 3x6 4x8 2x4 3x5 3x5 4x5 3x6 8-2-00-10-80-10-8 4-1-23-2-10 7-2-113-1-9 10-9-143-7-3 22-6-1211-8-14 22-8-80-1-12 4-1-2 4-1-2 7-2-11 3-1-9 10-9-5 3-6-10 11-7-12 0-10-7 14-5-0 2-9-5 16-1-8 1-8-8 17-10-0 1-8-8 20-7-5 2-9-5 21-5-11 0-10-6 22-6-12 1-1-1 22-8-8 0-1-12 0-6-1212-6-158-6-38-9-21-2-012-6-1510.00 12 Plate Offsets (X,Y)-- [1:0-1-13,Edge], [4:0-4-0,Edge], [6:0-2-2,0-1-8], [7:0-4-0,0-3-12], [9:0-4-0,0-3-12], [10:Edge,0-5-14], [12:0-3-0,Edge], [26:0-9-8,0-3-4] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 25.0 19.3/25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.88 0.66 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.53 0.06 0.11 (loc) 20-23 20-23 14 24 l/defl >742 >485 n/a >999 L/d 480 180 n/a 240 PLATES MT20 MT20HS Weight: 860 lb FT = 20% GRIP 197/144 187/143 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E *Except* 1-4: 2x6 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 6-10,11-14: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 6-0-0 oc bracing: 12-25 JOINTS 1 Brace at Jt(s): 29, 30 REACTIONS. (size)28=0-3-8, 14=0-3-8 Max Horz 28=191(LC 10) Max Uplift 14=-100(LC 7) Max Grav 28=3178(LC 3), 14=5879(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3571/0, 3-5=-746/0, 5-6=-2404/192, 6-7=-6785/525, 7-8=-6743/521, 8-9=-5891/455, 9-10=-6784/528, 10-11=-2957/176, 12-14=-4283/217, 11-12=-3921/235 BOT CHORD 26-27=-678/16790, 24-26=-708/17277, 21-24=0/13664, 19-21=0/10736, 17-19=0/7096, 15-17=0/7096, 14-15=0/2829, 23-25=-15408/161, 20-23=-15408/161, 18-20=-13082/0, 16-18=-10154/0, 13-16=-2328/0, 12-13=-104/2666 WEBS 3-27=-192/3737, 3-25=-2824/68, 25-26=-574/78, 5-25=-2990/405, 6-29=-505/6149, 29-30=-544/6404, 10-30=-432/5214, 2-28=-3046/0, 2-27=0/2639, 7-29=-333/409, 9-30=-153/1916, 20-21=-1056/110, 18-19=-1193/47, 13-15=0/1636, 24-25=-1559/995, 20-24=-414/2464, 18-21=-232/3101, 15-16=-4702/0, 16-19=-58/3855, 25-27=-14408/619, 8-29=-636/398, 8-30=-2309/213, 13-14=-4992/0 NOTES- 1) N/A 2) 4-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, 2x8 - 4 rows staggered at 0-4-0 oc, Except member 7-9 2x8 - 4 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach TC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope); cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=25.0 psf; Pf=19.3 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, Lu=50-0-0 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.Continued on page 2 February 25,2022 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 21060018-D Truss R2GR Truss Type ATTIC GIRDER Qty 1 Ply 4 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434915 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:44 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-d3wXy6FKhVXKYJmY8mgWtdbGVPX3Hg7dfdRGFYzhwDT NOTES- 10) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-29, 29-30, 10-30 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 23-25, 20-23, 18-20, 16-18, 13-16, 12-13 12) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=100. 14) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5955 lb down and 534 lb up at 16-1-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 17) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-6=-69, 6-7=-59, 7-9=-58, 9-11=-59, 1-14=-20, 12-25=-20, 6-10=-10 Concentrated Loads (lb) Vert: 8=-3400(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 21060018-D Truss R2GS Truss Type ATTIC GIRDER Qty 1 Ply 5 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434916 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:46 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-ZR1HNoGaD6n2ndwwFBj_z2hhpDEClYGw6xwNJRzhwDR Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 27 26 25 23 21 20 18 16 14 13 24 22 19 17 15 12 11 29 30 28 6x8 6x8 6x8 3x6 4x8 3x12 MT20HS 4x6 5x10 3x6 10x12 5x8 2x4 2x4 4x5 4x6 4x6 2x4 3x8 3x10 2x4 4x5 8-2-00-10-80-10-8 4-1-23-2-10 7-2-113-1-9 10-9-143-7-3 22-6-1211-8-14 22-8-80-1-12 4-1-2 4-1-2 7-2-11 3-1-9 10-9-5 3-6-10 11-8-15 0-11-10 14-5-0 2-8-2 16-1-8 1-8-8 17-10-0 1-8-8 20-6-2 2-8-2 21-5-11 0-11-10 22-6-12 1-1-1 22-8-8 0-1-12 0-6-1212-6-158-6-39-9-81-2-012-6-1510.00 12 Plate Offsets (X,Y)-- [1:0-7-12,0-0-5], [7:0-4-0,0-3-12], [9:0-4-0,0-3-12], [25:0-9-8,0-3-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 25.0 19.3/25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.57 0.62 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.51 0.05 0.11 (loc) 19-22 19-22 13 23 l/defl >776 >511 n/a >999 L/d 480 180 n/a 240 PLATES MT20 MT20HS Weight: 1147 lb FT = 20% GRIP 197/144 187/143 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 6-28: 2x6 SP 2400F 2.0E, 13-28: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 6-0-0 oc bracing: 11-24 JOINTS 1 Brace at Jt(s): 29, 30 REACTIONS. (size)27=0-3-8, 13=0-3-8 Max Horz 27=208(LC 10) Max Uplift 13=-120(LC 7) Max Grav 27=3182(LC 3), 13=5900(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-309/0, 2-3=-3723/0, 3-5=-451/21, 5-6=-2139/179, 6-7=-7426/552, 7-8=-7497/551, 8-9=-7110/513, 9-10=-9072/661, 11-13=-4045/221, 11-28=-3748/240 BOT CHORD 1-27=0/252, 26-27=-159/252, 25-26=-789/19535, 23-25=-823/20115, 20-23=0/16014, 18-20=0/12825, 16-18=0/8933, 14-16=0/8933, 13-14=0/4243, 22-24=-18441/282, 19-22=-18441/282, 17-19=-15858/0, 15-17=-12669/0, 12-15=-4087/0, 11-12=-48/1149 WEBS 3-26=-217/4633, 3-24=-3541/90, 24-25=-691/82, 5-24=-3487/432, 6-29=-549/7337, 29-30=-609/7843, 10-30=-494/6717, 2-27=-2969/0, 2-26=0/2627, 7-29=-388/233, 9-30=-333/4424, 19-20=-1156/114, 17-18=-1284/50, 12-14=0/1717, 23-24=-1716/960, 19-23=-425/2736, 17-20=-242/3378, 14-15=-4968/0, 15-18=-68/4122, 24-26=-17059/733, 8-29=-1138/367, 8-30=-1842/194, 12-13=-5507/0 NOTES- 1) N/A 2) 5-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc, Except member 7-9 2x8 - 4 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Attach TC&BC w/1/2" diam. bolts(ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope); cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=25.0 psf; Pf=19.3 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, Lu=50-0-0 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) All plates are 3x5 MT20 unless otherwise indicated. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.Continued on page 2 February 25,2022 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 21060018-D Truss R2GS Truss Type ATTIC GIRDER Qty 1 Ply 5 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434916 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:46 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-ZR1HNoGaD6n2ndwwFBj_z2hhpDEClYGw6xwNJRzhwDR NOTES- 11) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-29, 29-30, 10-30, 10-28 12) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 22-24, 19-22, 17-19, 15-17, 12-15, 11-12 13) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=120. 15) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 17) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5955 lb down and 534 lb up at 16-1-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 18) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-6=-68, 6-7=-59, 7-9=-58, 9-10=-59, 1-14=-20, 13-14=-58, 11-24=-20, 6-28=-10 Concentrated Loads (lb) Vert: 8=-3400(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 21060018-D Truss R3GR Truss Type ATTIC Qty 1 Ply 2 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434917 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:48 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-Vq92oTIrlk1m1w3JNclS2Tm5?0s4DWkDZFPTOJzhwDP Scale = 1:79.7 1 2 3 4 5 6 7 8 9 10 11 29 28 26 25 23 21 20 18 16 13 12 27 24 22 19 17 15 14 30 314x6 5x6 5x6 4x6 4x8 2x4 4x8 4x8 4x8 2x4 2x4 5x8 4x8 2x4 3x10 2x4 3x5 3x5 2x4 3x8 3x5 3x5 3x5 3x6 3x5 4x6 4x5 5x8 3x5 3x8 3x8 8-2-014-0-8 8-2-128-2-12 8-8-00-5-4 22-3-413-7-4 29-10-87-7-4 8-2-12 8-2-12 9-10-13 1-8-1 10-6-8 0-7-11 13-6-8 3-0-1 15-3-0 1-8-8 16-11-8 1-8-8 19-11-8 3-0-1 20-7-3 0-7-11 22-3-4 1-8-1 29-10-8 7-7-4 1-3-812-6-151-9-121-2-012-6-1510.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-2-0], [7:0-4-4,0-2-0], [12:0-2-8,0-1-8], [13:0-3-8,0-2-0], [28:0-3-8,0-2-0], [29:0-2-8,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 25.0 19.3/25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.21 0.85 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.28 0.05 0.04 (loc) 17 15-17 12 13 l/defl >999 >879 n/a >999 L/d 480 180 n/a 240 PLATES MT20 Weight: 434 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 5-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-12,1-29: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 6-0-0 oc bracing: 14-27 JOINTS 1 Brace at Jt(s): 30, 31 REACTIONS. (size)26=0-3-8, 29=Mechanical, 12=Mechanical Max Horz 29=165(LC 7) Max Uplift 26=-143(LC 7), 29=-34(LC 6) Max Grav 26=940(LC 30), 29=3426(LC 3), 12=3829(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-4447/187, 3-4=-4295/184, 4-5=-3690/355, 5-6=-2804/344, 6-7=-2817/306, 7-8=-3656/364, 8-9=-4249/166, 9-11=-4545/18, 11-12=-3752/0, 1-29=-3379/73 BOT CHORD 28-29=-120/421, 26-28=0/3021, 25-26=0/4017, 23-25=0/4017, 20-23=0/5132, 18-20=0/5441, 16-18=0/4655, 13-16=0/3338, 12-13=-4/326, 24-27=-86/777, 22-24=-2146/0, 19-22=-2798/0, 17-19=-2798/0, 15-17=-2527/0, 14-15=-1581/0 WEBS 27-28=0/388, 3-27=-609/444, 4-30=-1392/27, 30-31=-1284/871, 8-31=-1304/18, 11-13=-0/3126, 13-14=-519/84, 9-14=-164/546, 22-23=-441/0, 19-20=-271/0, 17-18=-308/0, 15-16=-598/0, 14-16=0/1699, 15-18=0/1007, 17-20=0/289, 24-26=-1481/0, 26-27=-931/217, 23-24=0/1399, 20-22=0/695, 5-30=-177/2270, 7-31=-180/2147, 1-28=-175/3089, 6-30=-2519/226, 6-31=-2387/233 NOTES- 1) N/A 2) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 2 rows staggered at 0-2-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 6) TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=25.0 psf; Pf=19.3 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, Lu=50-0-0 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Ceiling dead load (5.0 psf) on member(s). 3-4, 8-9, 4-30, 30-31, 8-31 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 24-27, 22-24, 19-22, 17-19, 15-17, 14-15Continued on page 2 February 25,2022 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 21060018-D Truss R3GR Truss Type ATTIC Qty 1 Ply 2 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434917 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:48 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-Vq92oTIrlk1m1w3JNclS2Tm5?0s4DWkDZFPTOJzhwDP NOTES- 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29 except (jt=lb) 26=143. 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4379 lb down and 392 lb up at 15-2-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 16) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-59, 3-4=-69, 4-5=-59, 5-7=-58, 7-8=-59, 8-9=-68, 9-11=-58, 12-29=-20, 14-27=-20, 4-8=-10 Concentrated Loads (lb) Vert: 6=-2500(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 21060018-D Truss R4 Truss Type ATTIC Qty 3 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434918 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:50 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-RCHoC9J5GLHUGEDhU1nw7urFbqW7hL?W1ZuaSCzhwDN Scale = 1:81.3 1 23 4 5 6 7 8 9 10 28 27 25 24 2220 19 17 15 12 11 26 23 21 18 16 14 13 29 30 31 32 33 34 5x8 5x6 5x6 8x10 3x12 MT20HS 2x4 4x5 4x8 4x8 3x5 3x5 5x8 4x5 5x10 2x4 3x5 3x10 2x4 3x10 3x5 3x8 3x8 3x10 3x6 2x4 2x4 4x8 3x8 4x8 8-2-014-0-8 8-2-128-2-12 8-8-00-5-4 22-3-413-7-4 29-10-87-7-4 8-2-12 8-2-12 9-10-13 1-8-1 10-6-8 0-7-11 13-6-8 3-0-1 16-11-8 3-4-15 19-11-8 3-0-0 20-7-3 0-7-11 22-3-4 1-8-1 29-10-8 7-7-4 1-3-812-6-151-9-121-2-012-6-1510.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-1-8], [5:0-4-4,0-2-0], [6:0-4-4,0-2-0], [9:0-5-0,Edge], [10:0-2-4,0-1-8], [13:0-4-0,0-2-4], [14:0-3-8,0-1-8], [15:0-3-8,0-1-8], [17:0-3-8,0-1-8], [22:0-3-8,0-1-8], [28:0-2-8,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 25.0 19.3/25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.97 0.94 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.59 0.04 0.11 (loc) 14-16 14 11 13 l/defl >694 >423 n/a >999 L/d 480 180 n/a 240 PLATES MT20 MT20HS Weight: 200 lb FT = 20% GRIP 197/144 187/143 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 5-6: 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 13-26: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-11,1-28: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 3-1-0 oc bracing: 13-26 JOINTS 1 Brace at Jt(s): 29, 30 REACTIONS. (size)25=0-3-8, 28=Mechanical, 11=Mechanical Max Horz 28=165(LC 11) Max Uplift 25=-122(LC 11) Max Grav 25=771(LC 34), 28=1502(LC 27), 11=1701(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1839/0, 3-4=-1305/12, 4-5=-380/47, 6-7=-337/76, 7-8=-1237/0, 8-10=-1836/0, 10-11=-1604/0, 1-28=-1465/0 BOT CHORD 27-28=-124/421, 25-27=0/944, 24-25=0/2172, 22-24=0/2172, 19-22=0/3307, 17-19=0/3716, 15-17=0/2841, 12-15=0/1368, 11-12=-6/329, 23-26=-43/611, 21-23=-2368/0, 18-21=-2946/0, 16-18=-2946/0, 14-16=-2777/0, 13-14=-1856/0 WEBS 26-27=0/538, 3-26=-318/605, 4-29=-1318/3, 29-30=-1313/3, 7-30=-1312/2, 10-12=0/925, 8-13=0/685, 21-22=-425/0, 16-17=-293/0, 14-15=-591/0, 13-15=0/1844, 14-17=0/981, 23-25=-1576/0, 25-26=-765/169, 22-23=0/1350, 19-21=0/616, 1-27=0/1003 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 13-6-8, Exterior(2E) 13-6-8 to 16-11-8, Exterior(2R) 16-11-8 to 21-2-6, Interior(1) 21-2-6 to 29-7-12 zone;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=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=25.0 psf; Pf=19.3 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, Lu=50-0-0; Min. flat roof snow load governs. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Ceiling dead load (5.0 psf) on member(s). 3-4, 7-8, 4-29, 29-30, 7-30 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 23-26, 21-23, 18-21, 16-18, 14-16, 13-14 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) except (jt=lb) 25=122. Continued on page 2 February 25,2022 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 21060018-D Truss R4 Truss Type ATTIC Qty 3 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434918 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:50 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-RCHoC9J5GLHUGEDhU1nw7urFbqW7hL?W1ZuaSCzhwDN NOTES- 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Attic room checked for L/360 deflection. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-D Truss R5 Truss Type ATTIC Qty 6 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434919 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:52 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-ObPZdrLLoyXCVYN4cSqOCJwc8eDq9B9pUsNhX4zhwDL Scale = 1:78.4 1 2 3 4 5 6 7 8 9 10 11 29 28 27 25 2321 20 18 14 13 12 26 24 22 19 17 16 15 30 31 32 33 34 35 8x10 5x6 5x6 8x12 3x6 4x8 2x4 6x10 6x10 2x4 3x5 3x5 4x8 5x8 5x8 4x8 5x8 3x10 3x10 3x5 3x10 2x4 3x8 3x5 3x10 3x8 2x4 2x4 5x8 14-0-8 8-2-02-3-15 2-3-15 2-5-11 0-1-12 8-2-11 5-9-0 10-5-10 2-2-15 12-10-4 2-4-11 15-2-15 2-4-11 17-7-10 2-4-11 20-0-5 2-4-11 22-3-3 2-2-15 29-10-7 7-7-4 2-5-11 2-5-11 8-2-11 5-9-0 9-10-12 1-8-1 10-6-7 0-7-11 13-6-7 3-0-1 16-11-7 3-4-15 19-11-7 3-0-0 20-7-2 0-7-11 22-3-3 1-8-1 29-10-7 7-7-4 1-3-912-6-151-9-121-2-012-6-1510.00 12 Plate Offsets (X,Y)-- [3:0-5-0,Edge], [6:0-4-4,0-2-0], [7:0-4-4,0-2-0], [10:0-5-5,Edge], [11:0-2-4,0-1-8], [14:0-3-8,0-1-8], [15:0-4-4,Edge], [16:0-3-8,0-1-8], [18:0-3-8,0-1-8], [23:0-3-8,0-1-8], [24:0-3-8,0-1-8], [25:0-3-8,0-2-8], [26:0-4-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 25.0 19.3/25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.91 0.86 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.44 0.04 0.07 (loc) 17-19 17-19 12 13 l/defl >999 >742 n/a >999 L/d 480 180 n/a 240 PLATES MT20 Weight: 206 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 6-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-29,11-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 5-3-1 oc bracing. Except: 3-11-0 oc bracing: 15-26 JOINTS 1 Brace at Jt(s): 30, 31 REACTIONS. (size)28=0-3-8, 12=Mechanical Max Horz 28=165(LC 11) Max Grav 28=1908(LC 26), 12=1666(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1926/0, 4-5=-1316/0, 5-6=-369/67, 7-8=-370/78, 8-9=-1318/0, 9-11=-1948/0, 11-12=-1532/0 BOT CHORD 27-28=-1036/364, 25-27=-1123/354, 23-25=-124/1339, 20-23=0/2490, 18-20=0/2875, 14-18=0/2224, 13-14=-222/1393, 12-13=-192/1351, 24-26=-193/872, 22-24=-1399/99, 19-22=-2002/0, 17-19=-2002/0, 16-17=-1784/0, 15-16=-1030/189 WEBS 4-26=0/799, 13-15=0/270, 9-15=0/742, 5-30=-1348/0, 30-31=-1344/0, 8-31=-1346/0, 11-15=0/1089, 2-28=-1996/0, 24-25=-751/0, 22-23=-437/0, 19-20=-250/0, 17-18=-299/49, 14-16=-599/0, 25-26=0/2060, 14-15=0/1652, 23-24=0/1406, 16-18=-13/999, 20-22=-9/783, 17-20=-260/321, 2-26=0/1205, 26-28=-235/1217, 12-15=-1106/216 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 13-6-7, Exterior(2E) 13-6-7 to 16-11-7, Exterior(2R) 16-11-7 to 21-2-5, Interior(1) 21-2-5 to 29-7-11 zone;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=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=25.0 psf; Pf=19.3 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, Lu=50-0-0; Min. flat roof snow load governs. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 8-9, 5-30, 30-31, 8-31 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 24-26, 22-24, 19-22, 17-19, 16-17, 15-16 8) Refer to girder(s) for truss to truss connections. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Attic room checked for L/360 deflection. February 25,2022 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 21060018-D Truss J61 Truss Type Half Hip Girder Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434920 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:25 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-gPGLzc0P9g81mOpuXHr3cdJ99l3wLCfqHAKl49zhwDm Scale = 1:16.5 1 2 3 4 5 9 8 7 6 13 3x5 4x5 2x4 2x4 2x4 2x4 2x4 2x4 3x6 0-10-80-10-8 2-10-82-0-0 6-8-123-10-4 2-10-8 2-10-8 6-8-12 3-10-4 0-6-82-3-112-5-82-3-118.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.32 0.58 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 0.16 (loc) 7-8 7-8 5 l/defl >932 >463 n/a L/d 240 180 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 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 9=0-3-8, 5=Mechanical Max Horz 9=44(LC 13) Max Uplift 5=-6(LC 11) Max Grav 6=81(LC 2), 9=312(LC 2), 5=134(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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); Pg=20.0 psf; Pf=20.4 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, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. February 25,2022 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 21060018-D Truss J62 Truss Type Half Hip Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434921 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:25 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-gPGLzc0P9g81mOpuXHr3cdJAQl3tLCXqHAKl49zhwDm Scale = 1:24.3 1 2 3 4 7 6 5 11 12 13 3x5 4x5 2x4 2x4 2x4 2x4 3x6 0-10-80-10-8 4-10-84-0-0 6-8-121-10-4 4-10-8 4-10-8 6-8-12 1-10-4 0-6-83-7-113-9-83-7-118.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.24 0.58 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.16 0.18 (loc) 6-7 6-7 4 l/defl >663 >405 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8, 4=Mechanical Max Horz 7=75(LC 13) Max Uplift 4=-7(LC 10) Max Grav 5=164(LC 2), 7=312(LC 2), 4=52(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-10-8, Exterior(2E) 4-10-8 to 6-7-0 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 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, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. February 25,2022 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 21060018-D Truss J63 Truss Type JACK-OPEN Qty 10 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434922 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Feb 25 12:28:42 2022 Page 1 ID:3ZCHSFciubhizHdNhRiunYyp8Ez-FE?GYZnDreEJywjYELvmmUvJEBIphh4u73kfObzhbaZ Scale = 1:30.1 1 9 10 11 2 3 4x5 3x10 0-10-80-10-8 6-8-125-10-4 6-8-12 6-8-12 0-6-85-0-54-7-25-0-58.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-2], [1:0-1-1,0-9-9] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES OHIORC13/TPI2007 CSI. TC BC WB Matrix-MP 0.43 0.42 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.14 -0.15 -0.08 (loc) 3-8 3-8 2 l/defl >588 >536 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x10 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-3-8 Max Horz 1=224(LC 12) Max Uplift 2=-156(LC 12), 3=-13(LC 12), 1=-7(LC 12) Max Grav 2=151(LC 2), 3=108(LC 7), 1=307(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-8-0 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 2) TCLL: ASCE 7-05; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 lb uplift at joint 2, 13 lb uplift at joint 3 and 7 lb uplift at joint 1. February 25,2022 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 21060018-D Truss J63T Truss Type Jack-Open Qty 5 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434923 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:28 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-5_yUbe2ISbWcdsYTCPOmEFxbDyCIYZ9Hz8ZQhTzhwDj Scale = 1:31.3 1 2 3 8 7 6 12 4 5 3x5 2x4 2x4 2x4 2x4 2x4 0-10-80-10-8 3-0-82-2-0 6-8-123-8-4 3-0-8 3-0-8 6-8-12 3-8-4 0-6-85-0-54-0-54-7-21-0-08.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.58 0.15 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.22 0.12 (loc) 7 7 5 l/defl >445 >313 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=Mechanical, 8=0-3-8 Max Horz 8=89(LC 14) Max Uplift 4=-50(LC 14) Max Grav 4=186(LC 25), 5=75(LC 5), 8=315(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-357/160 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-0 to 2-9-12, Interior(1) 2-9-12 to 6-8-0 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 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 25,2022 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 21060018-D Truss M2GRB Truss Type Monopitch Girder Qty 1 Ply 2 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434924 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Feb 25 12:29:50 2022 Page 1 ID:3ZCHSFciubhizHdNhRiunYyp8Ez-GJ6zppbtrXpg6NwdDd7jWqj?bbXDcPXumeDEmfzhbZV Scale = 1:16.7 1 2 3 4 6 5111213 3x8 3x5 2x4 3x8 4x5 3x8 HUS26 HUS26 0-0-120-0-12 2-4-72-3-11 5-6-153-2-7 2-4-7 2-4-7 5-6-15 3-2-7 0-10-122-7-93.73 12 Plate Offsets (X,Y)-- [1:0-4-0,0-1-13] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.14 0.26 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-7, 5=Mechanical Max Horz 1=48(LC 11) Max Grav 1=2156(LC 2), 5=2669(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1428/0, 2-3=-2562/0 BOT CHORD 1-11=0/2396, 6-11=0/2396, 6-12=0/2396, 12-13=0/2396, 5-13=0/2396 WEBS 3-6=0/1762, 3-5=-2589/0 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 0-5-0 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) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent at 2-10-15 from the left end to connect truss(es) to back face of bottom chord. 10) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent at 4-10-15 from the left end to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1374 lb down at 0-10-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 February 25,2022 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 21060018-D Truss M2GRB Truss Type Monopitch Girder Qty 1 Ply 2 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434924 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Feb 25 12:29:50 2022 Page 2 ID:3ZCHSFciubhizHdNhRiunYyp8Ez-GJ6zppbtrXpg6NwdDd7jWqj?bbXDcPXumeDEmfzhbZV LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-51, 5-7=-20 Concentrated Loads (lb) Vert: 11=-1216(B) 12=-1215(B) 13=-1441(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 21060018-D Truss M4 Truss Type Jack-Open Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434925 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:30 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-1M4E0J4Y_CmKs9hrJqQEJg02VmvY0TMaRR2WlMzhwDh Scale = 1:12.8 1 9 2 33x5 3x8 1-2-21-2-2 1-4-90-2-8 4-9-123-5-3 4-9-12 4-9-12 0-6-32-0-23.73 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-0], [1:0-1-8,1-1-9] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.15 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.01 (loc) 3-8 3-8 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-4-15 Max Horz 1=29(LC 12) Max Uplift 2=-13(LC 12) Max Grav 2=104(LC 22), 3=60(LC 7), 1=293(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-0-0 to 4-2-15, Exterior(2R) 4-2-15 to 4-9-0 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 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 25,2022 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 21060018-D Truss M5 Truss Type Monopitch Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434926 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:30 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-1M4E0J4Y_CmKs9hrJqQEJg04umwL0TMaRR2WlMzhwDh Scale = 1:9.7 1 2 3 2x4 2x4 3x5 3x8 1-2-21-2-2 1-4-90-2-8 2-9-121-5-3 2-9-12 2-9-12 0-6-31-4-103.73 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-0], [1:0-1-8,1-1-9] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.06 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4 4 1 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 1=0-4-15 Max Horz 1=23(LC 15) Max Uplift 3=-6(LC 13) Max Grav 3=25(LC 22), 1=208(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 25,2022 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 21060018-D Truss PB1 Truss Type Piggyback Qty 11 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434927 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:32 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-zlB?R?5oWp016TrERFTiO55P3abwUNrsulXdqFzhwDf Scale = 1:9.2 1 2 3 4 5 3x6 2x4 2x4 3-4-153-4-15 1-8-8 1-8-8 3-4-15 1-8-8 0-4-131-5-10-1-100-4-130-1-1010.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [3:0-3-0,Edge], [4:0-2-1,0-1-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 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 Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=2-1-8, 4=2-1-8 Max Horz 2=18(LC 13) Max Grav 2=109(LC 2), 4=109(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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); Pg=20.0 psf; Pf=15.4 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 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 25,2022 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 21060018-D Truss PB1GR Truss Type PIGGYBACK Qty 3 Ply 2 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434928 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:33 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-RxlNeL6QH78ujdQQ?y_xxJeayzxmDq407PGBMhzhwDe Scale = 1:9.2 1 2 3 45 6 4x5 2x4 2x4 2x4 3-4-153-4-15 3-4-15 3-4-15 0-4-131-5-10-1-100-4-130-1-1010.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.01 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=2-1-8, 4=2-1-8, 6=2-1-8 Max Horz 2=18(LC 13) Max Uplift 2=-2(LC 14), 4=-4(LC 15) Max Grav 2=71(LC 2), 4=71(LC 2), 6=77(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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 5) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 7) Gable requires continuous bottom chord bearing. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 25,2022 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 21060018-D Truss R01GE Truss Type GABLE Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434929 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:36 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-sWRVGN8JZ2WTa49?g5XeZxG3GBzcQ9MSpNVrz0zhwDb Scale = 1:75.0 1 2 3 4 5 6 78 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x6 3x6 3x8 5x6 4x5 4x5 3-2-0 30-1-1230-1-12 14-5-0 14-5-0 17-10-0 3-4-15 30-1-12 12-3-12 0-6-1212-6-152-3-1312-6-1510.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [7:0-2-12,Edge], [9:0-3-0,0-1-12], [10:0-3-0,0-1-12], [25:0-3-0,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.13 0.06 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 18 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 191 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 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-25, 8-26, 6-27, 10-24, 12-23, 13-22 REACTIONS.All bearings 30-1-12. (lb) - Max Horz 1=221(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 25, 26, 27, 28, 29, 30, 31, 23, 22, 21, 20, 19 except 1=-139(LC 10) Max Grav All reactions 250 lb or less at joint(s) 18, 1, 26, 27, 28, 29, 30, 31, 23, 22, 21, 20, 19 except 25=297(LC 28), 24=282(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-281/275, 5-6=-185/276, 6-8=-168/313, 8-9=-199/347, 9-10=-161/273, 10-12=-199/334, 12-13=-165/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-0-0 to 3-0-3, Exterior(2N) 3-0-3 to 14-5-0, Corner(3R) 14-5-0 to 17-5-3, Exterior(2N) 17-5-3 to 17-10-0, Corner(3R) 17-10-0 to 20-10-2, Exterior(2N) 20-10-2 to 30-0-0 zone; cantilever left exposed ; end vertical left exposed; porch left 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); Pg=20.0 psf; Pf=20.4 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, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 26, 27, 28, 29, 30, 31, 23, 22, 21, 20, 19 except (jt=lb) 1=139. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.February 25,2022 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 21060018-D Truss P01GE Truss Type Piggyback Qty 2 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434930 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:31 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-VYdcDf5AlWuBUJG2tYyTsuZEJAFhlwbjf5n4HozhwDg Scale = 1:9.2 1 2 3 4 5 3x6 2x4 2x4 3-4-153-4-15 1-8-8 1-8-8 3-4-15 1-8-8 0-4-131-5-10-1-100-4-130-1-1010.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [3:0-3-0,Edge], [4:0-2-1,0-1-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 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 Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=2-1-8, 4=2-1-8 Max Horz 2=18(LC 13) Max Grav 2=109(LC 2), 4=109(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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); Pg=20.0 psf; Pf=15.4 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 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 25,2022 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 21060018-D Truss R01 Truss Type GABLE Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434931 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:34 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-v7Jlsh732RGlLn?dYgVAUWBeWN9dyBv9L30ku7zhwDd Scale: 1/4"=1' 1 2 3 4 5 6 7 12 11 10 9 8 33 34 35 36 37 38 39 4x5 8x10 4x5 4x6 3x5 4x5 3x5 4x5 1-6-0 1-1-0 1-1-0 1-2-8 0-1-8 9-11-0 8-8-8 10-8-0 0-9-0 11-5-0 0-9-0 20-1-8 8-8-8 20-3-0 0-1-8 21-4-0 1-1-0 5-4-14 5-4-14 9-11-0 4-6-2 10-8-0 0-9-0 11-5-0 0-9-0 15-11-2 4-6-2 21-4-0 5-4-14 0-6-87-7-130-6-88.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-14], [4:Edge,0-3-8], [7:Edge,0-0-14], [11:0-2-4,0-0-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.47 0.54 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.24 0.02 (loc) 10-12 8-9 8 l/defl >999 >983 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 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 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-3-0, 8=0-3-0 Max Horz 12=131(LC 11) Max Uplift 12=-3(LC 14), 8=-3(LC 15) Max Grav 12=853(LC 2), 8=853(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-340/254, 2-3=-756/399, 3-4=-486/305, 4-5=-486/305, 5-6=-756/399, 6-7=-340/254 BOT CHORD 1-12=-158/259, 10-12=-271/691, 9-10=-201/548, 8-9=-264/691, 7-8=-158/259 WEBS 2-12=-732/150, 6-8=-732/150 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 10-8-0, Exterior(2R) 10-8-0 to 13-8-0, Interior(1) 13-8-0 to 21-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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); Pg=20.0 psf; Pf=15.4 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 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 25,2022 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 21060018-D Truss R02GE Truss Type GABLE Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434932 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 12:59:38 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:3ZCHSFciubhizHdNhRiunYyp8Ez-ovYGh3AZ5fmBqOIOnWa6eMLPl_d7t35lGh_x1uzhwDZ Scale = 1:75.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 35 34 33 32 31 30 29 2827 26 25 24 23 22 21 20 19 36 3x5 3x5 3x6 3x6 3x5 3x5 3x6 4x5 4x5 3-2-0 29-10-829-10-8 13-6-8 13-6-8 16-11-8 3-4-15 29-10-8 12-11-1 1-3-812-6-151-9-1212-6-1510.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-1-12], [10:0-3-0,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.12 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 192 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 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-28, 8-29, 6-30, 10-26, 11-25, 13-24 REACTIONS.All bearings 29-10-8. (lb) - Max Horz 35=-223(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 31, 32, 33, 25, 24, 23, 22, 21 except 35=-213(LC 12), 19=-220(LC 13), 34=-175(LC 14), 20=-205(LC 15) Max Grav All reactions 250 lb or less at joint(s) 19, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21 except 35=254(LC 11), 28=273(LC 28), 34=264(LC 25), 26=258(LC 28), 20=267(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-8=-169/268, 8-9=-201/325, 9-10=-159/267, 10-11=-201/325, 11-13=-169/268 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 13-6-8, Corner(3R) 13-6-8 to 16-6-8, Exterior(2N) 16-6-8 to 16-11-8, Corner(3R) 16-11-8 to 19-11-8, Exterior(2N) 19-11-8 to 29-8-12 zone; cantilever left exposed ; end vertical left exposed; porch left 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); Pg=20.0 psf; Pf=20.4 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, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 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 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 30, 31, 32, 33, 25, 24, 23, 22, 21 except (jt=lb) 35=213, 19=220, 34=175, 20=205. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 25,2022 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 21060018-D Truss J02 Truss Type Jack-Open Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434933 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Feb 25 14:07:18 2022 Page 1 ID:3ZCHSFciubhizHdNhRiunYyp8Ez-1NTlBSN7dKbvi5_Zop25X2wMAzVBpJpgWUph1izha87 Scale = 1:15.2 1 2 3 6 5 4 3x5 3x5 2x4 3x5 0-10-80-10-8 1-0-40-1-12 2-10-81-10-4 1-0-4 1-0-4 2-10-8 1-10-4 0-6-813-8-611-2-142-5-811-2-148.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES OHIORC13/TPI2007 CSI. TC BC WB Matrix-MP 0.24 0.08 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5 4 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8 Max Horz 6=92(LC 13) Max Uplift 4=-100(LC 11), 6=-32(LC 12) Max Grav 4=53(LC 10), 6=176(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-264/84 WEBS 2-5=-97/305 NOTES- 1) Wind: ASCE 7-05; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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 2) TCLL: ASCE 7-05; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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. 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 4 and 32 lb uplift at joint 6. VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. February 25,2022 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 21060018-D Truss CJ01 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434934 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Feb 25 12:36:51 2022 Page 1 ID:3ZCHSFciubhizHdNhRiunYyp8Ez-RJ27Amhyhtrx64cXNXBR4cfwnJHrmrbsaeh02lzhbSw Scale = 1:14.9 1 2 3 5 4 2x4 2x4 3x5 3x5 2-8-72-8-7 -1-2-14 1-2-14 2-8-7 2-8-7 1-1-82-4-135.66 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO OHIORC13/TPI2007 CSI. TC BC WB Matrix-MP 0.24 0.06 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-9, 4=Mechanical Max Horz 5=117(LC 11) Max Uplift 5=-108(LC 12), 4=-52(LC 11) Max Grav 5=203(LC 2), 4=73(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-179/315 NOTES- 1) Wind: ASCE 7-05; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Corner(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 2) TCLL: ASCE 7-05; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 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 15.4 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 5 and 52 lb uplift at joint 4. February 25,2022 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 21060018-D Truss J01 Truss Type Jack-Closed Qty 1 Ply 1 EPCON RT OPTIONS-D4 Promenade IIII Bonus Room Job Reference (optional) I50434935 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Feb 25 12:37:31 2022 Page 1 ID:3ZCHSFciubhizHdNhRiunYyp8Ez-G?TEaSA2GAuFwDgDjxvqi2Jo9Rxk7xelntO7SRzhbSI Scale = 1:15.3 1 2 3 5 4 2x4 2x4 3x5 3x5 2-0-02-0-0 -0-10-8 0-10-8 2-0-0 2-0-0 1-1-82-5-88.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES OHIORC13/TPI2007 CSI. TC BC WB Matrix-MP 0.08 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=89(LC 11) Max Uplift 5=-66(LC 12), 4=-59(LC 11) Max Grav 5=148(LC 2), 4=64(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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 2) TCLL: ASCE 7-05; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 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 15.4 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 5 and 59 lb uplift at joint 4. February 25,2022 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