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HomeMy WebLinkAboutAPPROVED Truss Engineering6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2524681_DELACH_RES - RJM Custom Homes_2524681 DELACH RES Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 47.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 67 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: - Customer Info: RJM CUSTOM HOMES Project Name: - Model: 2524681_DELACH RES Subdivision: - Address: 9640 FAIRWOOD CT, - State: FLCity: PORT SAINT LUCIE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: December 3,2020 Finn, Walter The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 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. No.Seal#Truss Name 1 T22066604 A Date 12/3/202T22066605AGR12/3/203T22066606AH712/3/204T22066607AH912/3/205T22066608AH1112/3/206T22066609B12/3/207T22066610BGR12/3/208T22066611BH412/3/209T22066612CGR12/3/2010T22066613CJ112/3/2011T22066614CJ1D12/3/2012T22066615CJ312/3/2013T22066616CJ3B12/3/2014T22066617CJ3D12/3/2015T22066618CJ512/3/2016T22066619CJB12/3/2017T22066620CJB112/3/2018T22066621CJG12/3/2019T22066622CJG112/3/2020T22066623DH512/3/2021T22066624EJ4B12/3/2022T22066625EJ5D12/3/20 No.Seal#Truss Name 23 T22066626 EJ7 Date 12/3/2024T22066627EJ7G12/3/2025T22066628EJ7G112/3/2026T22066629EJ7G212/3/2027T22066630EJ7G312/3/2028T22066631EJ7G412/3/2029T22066632EJC12/3/2030T22066633G12/3/2031T22066634G112/3/2032T22066635G212/3/2033T22066636G312/3/2034T22066637G412/3/2035T22066638G512/3/2036T22066639G612/3/2037T22066640G712/3/2038T22066641G812/3/2039T22066642G912/3/2040T22066643G1012/3/2041T22066644G1112/3/2042T22066645G1212/3/2043T22066646GH712/3/2044T22066647GH7A12/3/20 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2524681_DELACH_RES - RJM Custom Homes_2524681 DELACH RES 2 of 2 Site Information: Lot/Block: - Customer Info: RJM CUSTOM HOMES Project Name: - Model: 2524681_DELACH RES Subdivision: - Address: 9640 FAIRWOOD CT, - State: FLCity: PORT SAINT LUCIE No.Seal#Truss Name 45 T22066648 GH9 Date 12/3/2046T22066649GH9A12/3/2047T22066650GH11A12/3/2048T22066651GH13A12/3/2049T22066652GH15A12/3/2050T22066653GH17A12/3/2051T22066654GH19A12/3/2052T22066655HJ4B12/3/2053T22066656HJ5D12/3/2054T22066657HJ712/3/2055T22066658HJ7G12/3/2056T22066659HJC12/3/2057T22066660VT12/3/2058T22066661VT112/3/2059T22066662VT212/3/2060T22066663VT312/3/2061T22066664VT412/3/2062T22066665VT512/3/2063T22066666VT612/3/2064T22066667VT712/3/2065T22066668VT812/3/2066T22066669VT912/3/2067T22066670VT1012/3/20 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss A Truss Type Common Qty 11 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066604 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:25 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-t9vhRpdKXgF9LKiOT0g4x8yR7wyHTZxYMOSJfyyChyy Scale = 1:44.0 1 2 3 4 5 6 7 10 9 8 11 12 13 14 4x6 1.5x8 STP 1.5x8 STP 3x4 3x4 3x4 2x4 3x4 2x4 3x4 8-2-13 8-2-13 15-11-3 7-8-5 24-2-0 8-2-13 -1-6-0 1-6-0 6-3-12 6-3-12 12-1-0 5-9-4 17-10-4 5-9-4 24-2-0 6-3-12 25-8-0 1-6-0 0-4-36-4-110-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [6:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.71 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.24 0.05 (loc) 8-10 8-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-3-4 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=334(LC 11) Max Uplift 2=-702(LC 12), 6=-702(LC 12) Max Grav 2=1284(LC 17), 6=1284(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1895/1150, 3-4=-1674/1129, 4-5=-1674/1129, 5-6=-1895/1150 BOT CHORD 2-10=-829/1812, 8-10=-399/1158, 6-8=-877/1572 WEBS 4-8=-420/740, 5-8=-484/472, 4-10=-421/739, 3-10=-483/472 NOTES-(6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 12-1-0, Exterior(2) 12-1-0 to 17-11-4, Interior(1) 17-11-4 to 25-8-13 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=702, 6=702. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss AGR Truss Type COMMON GIRDER Qty 1 Ply 3 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066605 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:27 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-pX0RsVfa3IVsaesmaRiY0Z1iKjgbxKMrpixQjryChyw Scale: 1/4"=1' 1 2 3 4 5 6 10 9 8 7111213 14 15 16 5x6 1.5x8 STP 1.5x8 STP 6x12 MT20HS6x8 6x12 MT20HS 4x6 3x8 10x12 5x6 3x8 HGUS28-2 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 7-1-8 7-1-8 12-1-0 4-11-8 17-10-4 5-9-4 24-2-0 6-3-12 -1-6-0 1-6-0 7-1-8 7-1-8 12-1-0 4-11-8 17-10-4 5-9-4 24-2-0 6-3-12 0-4-36-4-110-4-36.00 12 Plate Offsets (X,Y)-- [2:0-3-10,Edge], [6:0-4-6,Edge], [7:0-5-12,0-1-8], [9:0-6-0,0-6-4], [10:0-6-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.53 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.39 0.08 (loc) 9-10 9-10 6 l/defl >999 >725 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 454 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 4-6: 2x4 SP M 31 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 4-9: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-8-0, 2=0-8-0 Max Horz 2=320(LC 24) Max Uplift 6=-6172(LC 8), 2=-5191(LC 8) Max Grav 6=12309(LC 1), 2=9924(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-20705/10582, 3-4=-15428/7906, 4-5=-15447/7896, 5-6=-21907/11017 BOT CHORD 2-10=-9311/18348, 9-10=-9311/18348, 7-9=-9727/19472, 6-7=-9727/19472 WEBS 3-10=-2748/5278, 3-9=-5637/3085, 4-9=-6786/13310, 5-9=-6500/3333, 5-7=-2687/5595 NOTES-(12) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 2 rows staggered at 0-7-0 oc, Except member 9-3 2x4 - 1 row at 0-9-0 oc, member 9-4 2x4 - 1 row at 0-9-0 oc, member 9-5 2x4 - 1 row at 0-9-0 oc, member 5-7 2x4 - 1 row at 0-4-0 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 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=6172, 2=5191. 9) Use Simpson Strong-Tie HGUS28-2 (36-10d Girder, 12-10d Truss) or equivalent at 7-1-8 from the left end to connect truss(es) to back face of bottom chord. 10) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-2-0 oc max. starting at 9-0-12 from the left end to 22-2-12 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."Continued on page 2 December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss AGR Truss Type COMMON GIRDER Qty 1 Ply 3 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066605 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:27 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-pX0RsVfa3IVsaesmaRiY0Z1iKjgbxKMrpixQjryChyw LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74, 4-6=-74, 2-6=-20 Concentrated Loads (lb) Vert: 8=-1979(B) 10=-4065(B) 9=-1979(B) 11=-1979(B) 12=-1979(B) 13=-1979(B) 14=-1967(B) 15=-1967(B) 16=-1986(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss AH7 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066606 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:29 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-lw8BHBgrbvmapx?9isl05_63gXI_POe8H0QXokyChyu Scale = 1:44.7 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 20 21 5x8 1.5x8 STP 1.5x8 STP 5x8 4x6 4x10 MT20HS3x6 3x8 2x4 3x6 4x6 NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED Special 7-0-0 7-0-0 12-1-0 5-1-0 17-2-0 5-1-0 24-2-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 12-1-0 5-1-0 17-2-0 5-1-0 24-2-0 7-0-0 25-8-0 1-6-0 0-4-33-10-30-4-33-10-36.00 12 Plate Offsets (X,Y)-- [3:0-5-8,0-2-4], [5:0-5-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.79 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.24 -0.32 0.12 (loc) 9 9-11 6 l/defl >999 >873 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 111 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-3-3 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=-210(LC 23) Max Uplift 2=-1547(LC 8), 6=-1547(LC 8) Max Grav 2=2576(LC 29), 6=2576(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4577/2626, 3-4=-4722/2830, 4-5=-4722/2830, 5-6=-4577/2626 BOT CHORD 2-11=-2122/4060, 9-11=-2140/4097, 8-9=-2140/3970, 6-8=-2122/3934 WEBS 3-11=-445/902, 3-9=-548/1006, 4-9=-826/644, 5-9=-548/1007, 5-8=-445/902 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1547, 6=1547. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 697 lb down and 511 lb up at 7-0-0, and 697 lb down and 511 lb up at 17-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74, 3-5=-74, 5-7=-74, 2-6=-20 Continued on page 2 December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss AH7 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066606 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:29 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-lw8BHBgrbvmapx?9isl05_63gXI_POe8H0QXokyChyu LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-138(F) 5=-138(F) 11=-616(F) 8=-616(F) 12=-138(F) 14=-138(F) 15=-138(F) 17=-138(F) 18=-58(F) 19=-58(F) 20=-58(F) 21=-58(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss AH9 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066607 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:30 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-E6iaVWhTMDuRR5aLFZGFeCfHExeu8uMHVg94KAyChyt Scale = 1:44.7 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 4x6 1.5x8 STP 1.5x8 STP 4x6 3x6 3x4 3x4 2x4 3x4 2x4 3x6 9-0-0 9-0-0 15-2-0 6-2-0 24-2-0 9-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 9-0-0 3-0-0 15-2-0 6-2-0 18-2-0 3-0-0 24-2-0 6-0-0 25-8-0 1-6-0 0-4-34-10-30-4-34-10-36.00 12 Plate Offsets (X,Y)-- [4:0-3-8,0-2-0], [5:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.81 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.55 0.06 (loc) 2-11 2-11 7 l/defl >769 >517 n/a L/d 240 180 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-14 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=-259(LC 10) Max Uplift 2=-702(LC 12), 7=-702(LC 12) Max Grav 2=1333(LC 17), 7=1333(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1944/1301, 3-4=-1636/1158, 4-5=-1426/1083, 5-6=-1637/1158, 6-7=-1944/1301 BOT CHORD 2-11=-963/1802, 9-11=-643/1517, 7-9=-970/1608 WEBS 3-11=-407/453, 4-11=-234/465, 5-9=-234/465, 6-9=-408/453 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 9-0-0, Exterior(2) 9-0-0 to 23-10-0, Interior(1) 23-10-0 to 25-8-13 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=702, 7=702. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss AH11 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066608 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:28 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-Hjap4rfCqbdjCnRz89DnZnaya7ytgw5_2MgzGHyChyv Scale = 1:44.7 1 2 3 4 5 6 7 8 10 9 11 12 13 14 4x6 1.5x8 STP 1.5x8 STP 4x6 3x6 5x8 2x4 3x4 2x4 3x6 11-0-0 11-0-0 13-2-0 2-2-0 24-2-0 11-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 11-0-0 5-0-0 13-2-0 2-2-0 18-2-0 5-0-0 24-2-0 6-0-0 25-8-0 1-6-0 0-4-35-10-30-4-35-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [7:0-2-9,0-1-8], [10:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.79 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.60 0.05 (loc) 2-10 2-10 7 l/defl >999 >472 n/a L/d 240 180 n/a PLATES MT20 Weight: 114 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-6 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=308(LC 11) Max Uplift 2=-702(LC 12), 7=-702(LC 12) Max Grav 2=1246(LC 17), 7=1246(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1824/1292, 3-4=-1408/1001, 4-5=-1179/966, 5-6=-1409/1001, 6-7=-1825/1292 BOT CHORD 2-10=-982/1694, 9-10=-468/1203, 7-9=-993/1554 WEBS 3-10=-573/608, 4-10=-219/384, 5-9=-219/383, 6-9=-573/608 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 11-0-0, Exterior(2) 11-0-0 to 21-7-13, Interior(1) 21-7-13 to 25-8-13 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=702, 7=702. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss B Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066609 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:31 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-iIGyisi57W0I3F9XpHnUAPCV1K?ytJPQkKvescyChys Scale = 1:33.6 1 2 3 4 5 6 11 10 9 8 7 12 13 5x6 1.5x8 STP 1.5x8 STP 5x6 3x4 3x6 3x4 2x4 4x6 3x4 5x6 8-8-0 8-8-0 16-4-0 7-8-0 16-9-0 0-5-0 17-6-0 0-9-0 -1-6-0 1-6-0 8-8-0 8-8-0 11-6-0 2-10-0 16-9-0 5-3-0 17-6-0 0-9-0 0-4-34-8-30-4-31-4-04-8-36.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-2-15,0-2-5], [4:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.76 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.28 0.04 (loc) 2-11 2-11 6 l/defl >963 >719 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 5-9: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-5 oc bracing. Except: 10-0-0 oc bracing: 7-9 REACTIONS. (size)6=0-8-0, 2=0-8-0 Max Horz 2=202(LC 11) Max Uplift 6=-378(LC 12), 2=-555(LC 12) Max Grav 6=794(LC 1), 2=958(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1089/745, 3-4=-836/837, 4-5=-611/572, 5-6=-1056/803 BOT CHORD 2-11=-562/881, 9-11=-454/681, 7-9=-83/345, 6-7=-702/908 WEBS 4-11=-201/388, 4-9=-392/168 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 8-8-0, Exterior(2) 8-8-0 to 17-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=378, 2=555. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss BGR Truss Type HIP GIRDER Qty 1 Ply 3 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066610 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:32 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-AVqKvCijuq89gPkkN_IjjdkdykHEcc3az_eBP2yChyr Scale = 1:37.7 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 5x6 1.5x8 STP 1.5x8 STP 4x6 5x8 5x8 6x8 3x12 MT20HS 3x4 8x10 5x6 6x12 MT20HS 8x10 2x4 6x8 HGUS28-2 HTU26 HTU26 HTU26 HUS28 HUS28 7-1-8 7-1-8 10-10-8 3-9-0 13-0-8 2-2-0 15-6-0 2-5-8 16-9-0 1-3-0 17-6-0 0-9-0 -1-6-0 1-6-0 7-1-8 7-1-8 9-3-8 2-2-0 10-10-8 1-7-0 13-0-8 2-2-0 15-6-0 2-5-8 17-6-0 2-0-0 0-4-34-11-150-4-31-4-04-11-156.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-2-9], [4:0-3-0,0-2-0], [6:0-2-9,0-1-12], [8:0-1-11,Edge], [9:0-8-8,0-3-8], [13:0-5-0,0-6-0], [15:0-3-8,0-5-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.95 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.21 0.05 (loc) 13-15 13-15 8 l/defl >999 >976 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 391 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E *Except* 7-11: 2x4 SP No.1, 8-9: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 9-12: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 2-2-0 oc bracing: 9-11 REACTIONS. (size)8=0-8-0, 2=0-8-0 Max Horz 2=219(LC 24) Max Uplift 8=-4759(LC 8), 2=-3318(LC 8) Max Grav 8=9435(LC 1), 2=6227(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12526/6434, 3-4=-12442/6591, 4-5=-8871/4663, 5-6=-9847/5126, 6-7=-15509/7891, 7-8=-17659/8906 BOT CHORD 2-15=-5683/11055, 13-15=-4385/8689, 12-13=-4438/8815, 11-12=-853/1683, 9-11=-1787/3667, 7-9=-1305/2621, 8-9=-7508/14935 WEBS 5-13=-2207/4287, 9-12=-4067/8093, 3-15=-548/459, 4-15=-3015/5501, 4-13=-423/679, 6-9=-3579/7145, 6-12=-2827/1474, 6-13=-286/132 NOTES-(14) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-5-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 15-3 2x4 - 1 row at 0-4-0 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 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=4759, 2=3318. 10) Use Simpson Strong-Tie HGUS28-2 (36-10d Girder, 12-10d Truss) or equivalent at 7-1-8 from the left end to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 12-0-12 to connect truss(es) to front face of bottom chord. Continued on page 2 December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss BGR Truss Type HIP GIRDER Qty 1 Ply 3 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066610 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:32 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-AVqKvCijuq89gPkkN_IjjdkdykHEcc3az_eBP2yChyr NOTES-(14) 12) Use Simpson Strong-Tie HUS28 (22-16d Girder, 4-16d Truss, Single Ply Girder) or equivalent spaced at 2-2-0 oc max. starting at 14-0-12 from the left end to 16-2-12 to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74, 4-5=-74, 5-8=-74, 2-11=-20, 10-11=-20, 8-9=-20 Concentrated Loads (lb) Vert: 14=-1979(F) 15=-4014(F) 16=-1979(F) 17=-1979(F) 18=-1979(F) 19=-1979(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss BH4 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066611 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:33 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-ehNi7YjLf8G0IZJwxipyFqHoO8dbLCajCeOkxVyChyq Scale = 1:34.9 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 4x6 1.5x8 STP 1.5x8 STP 5x6 3x4 4x6 2x4 3x12 MT20HS 3x4 3x4 6x12 MT20HS NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6-8-0 6-8-0 16-4-0 9-8-0 16-9-0 0-5-0 17-6-0 0-9-0 -1-6-0 1-6-0 6-8-0 6-8-0 13-6-0 6-10-0 16-4-0 2-10-0 17-6-0 1-2-0 19-0-0 1-6-0 0-4-33-8-30-4-31-4-03-8-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [3:0-3-8,0-2-4], [4:0-4-0,0-2-8], [6:0-2-10,0-1-8], [10:0-5-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.94 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.24 -0.43 0.03 (loc) 10-12 10-12 6 l/defl >852 >465 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 85 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 5-10: 2x6 SP No.2, 9-11: 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-9 oc bracing. Except: 10-0-0 oc bracing: 8-10 REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=-174(LC 23) Max Uplift 2=-815(LC 8), 6=-912(LC 8) Max Grav 2=1383(LC 29), 6=1518(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2132/1102, 3-4=-1845/1063, 4-5=-1072/606, 5-6=-1877/897 BOT CHORD 2-12=-868/1880, 10-12=-569/1235, 8-10=-428/829, 5-8=-312/661, 6-8=-675/1528 WEBS 3-12=-218/463, 4-12=-348/740, 4-10=-473/290 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=815, 6=912. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74, 3-4=-74, 4-7=-74, 2-10=-20, 9-10=-20, 6-8=-20 Concentrated Loads (lb) Vert: 11=-14(B) 12=-296(B) 13=-26(B) 14=-26(B) 15=-26(B) 16=-26(B) 17=-14(B) 18=-14(B) 19=-14(B) 20=-296(B) December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss CGR Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066612 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:34 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-6tx4KukzQROtwiu6UPKBo2p2_Y5O4ZwtQH7ITxyChyp Scale = 1:23.2 1 2 3 4 5 7 68 9 4x6 1.5x8 STP 1.5x8 STP 6x8 3x8 3x8 3x4 3x8 HGUS26-2 HTU26 NAILED NAILED Special Special 4-9-0 4-9-0 7-1-8 2-4-8 11-7-0 4-5-8 -1-6-0 1-6-0 4-9-0 4-9-0 6-10-0 2-1-0 11-7-0 4-9-0 0-4-32-8-110-4-32-8-116.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [4:0-5-0,0-2-0], [5:0-2-10,0-1-8], [6:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.39 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.09 0.02 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-8-0, 2=0-8-0 Max Horz 2=142(LC 7) Max Uplift 5=-2047(LC 8), 2=-1449(LC 8) Max Grav 5=3627(LC 30), 2=2375(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4260/2433, 3-4=-3809/2260, 4-5=-6195/3555 BOT CHORD 2-7=-2079/3745, 6-7=-2765/4904, 5-6=-3058/5416 WEBS 3-7=-942/1703, 4-7=-1850/1057, 4-6=-2248/3972 NOTES-(14) 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 0-8-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 6-4 2x4 - 1 row at 0-2-0 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 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=2047, 2=1449. 9) Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 8-10d Truss) or equivalent at 7-1-8 from the left end to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 9-0-12 from the left end to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 335 lb down and 235 lb up at 4-9-0, and 335 lb down and 235 lb up at 6-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss CGR Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066612 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:34 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-6tx4KukzQROtwiu6UPKBo2p2_Y5O4ZwtQH7ITxyChyp 14) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74, 3-4=-74, 4-5=-74, 2-5=-20 Concentrated Loads (lb) Vert: 3=-56(B) 4=-56(B) 7=-233(B) 6=-2866(F) 8=-233(B) 9=-1275(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss CJ1 Truss Type Corner Jack Qty 12 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066613 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:35 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-a4VTYElbAlWkXsTJ27rQLFMDMyXYpB_0fxtr?NyChyo Scale = 1:8.2 1 2 3 4 3x6 1.5x8 STP 1-0-0 1-0-0 -1-6-0 1-6-0 1-0-0 1-0-0 0-4-30-10-30-5-80-10-36.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=101(LC 12) Max Uplift 3=-73(LC 1), 2=-299(LC 12) Max Grav 3=116(LC 12), 2=283(LC 17), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=299. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss CJ1D Truss Type Corner Jack Qty 4 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066614 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:35 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-a4VTYElbAlWkXsTJ27rQLFM97yXYpB_0fxtr?NyChyo Scale = 1:9.5 1 2 3 4 4x6 1.5x8 STP 1-0-0 1-0-0 -2-0-0 2-0-0 1-0-0 1-0-0 0-4-30-10-30-5-80-10-36.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.61 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=124(LC 12) Max Uplift 3=-152(LC 17), 2=-449(LC 12) Max Grav 3=224(LC 12), 2=402(LC 17), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=152, 2=449. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss CJ3 Truss Type Corner Jack Qty 10 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066615 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:36 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-2G3rlamEx3eb902VcqNftTvNRLsqYeE9ubcOYqyChyn Scale = 1:13.3 1 2 3 4 3x4 1.5x8 STP 3-0-0 3-0-0 -1-6-0 1-6-0 3-0-0 3-0-0 0-4-31-10-31-5-81-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.45 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=160(LC 12) Max Uplift 3=-46(LC 9), 2=-262(LC 12) Max Grav 3=66(LC 17), 2=326(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=262. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss CJ3B Truss Type Corner Jack Qty 2 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066616 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:37 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-WSdDzwmsiMmSnAdhAYuuQgRYBlAOH5UJ6FMy4GyChym Scale = 1:19.0 1 2 3 8 7 6 4 5 3x4 1.5x8 STP 2x4 2x4 2x4 0-9-0 0-9-0 1-2-0 0-5-0 3-0-0 1-10-0 -1-6-0 1-6-0 0-9-0 0-9-0 3-0-0 2-3-0 0-4-33-2-31-5-83-2-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.45 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=160(LC 12) Max Uplift 4=-38(LC 9), 2=-259(LC 12) Max Grav 4=75(LC 17), 2=335(LC 17), 5=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-265/52 NOTES-(6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=259. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss CJ3D Truss Type Corner Jack Qty 4 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066617 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:37 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-WSdDzwmsiMmSnAdhAYuuQgRTOlC3H5UJ6FMy4GyChym Scale = 1:14.6 1 2 3 4 3x4 1.5x8 STP 3-0-0 3-0-0 -2-0-0 2-0-0 3-0-0 3-0-0 0-4-31-10-31-5-81-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.75 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=183(LC 12) Max Uplift 3=-33(LC 9), 2=-346(LC 12) Max Grav 3=34(LC 10), 2=397(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=346. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss CJ5 Truss Type Corner Jack Qty 4 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066618 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:38 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-?fBbAGnUTguJOKCujFP7yu_hA9UP0YkSLv5VciyChyl Scale = 1:18.2 1 2 5 3 4 3x4 1.5x8 STP 5-0-0 5-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.56 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=221(LC 12) Max Uplift 3=-123(LC 12), 2=-263(LC 12) Max Grav 3=179(LC 17), 2=403(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=123, 2=263. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss CJB Truss Type Corner Jack Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066619 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:39 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-TrlzNbo6E_0A0Um4HywMV5XuhZtml?zcaZr388yChyk Scale = 1:14.9 1 2 3 4 3x4 1.5x8 STP 3-8-0 3-8-0 -1-6-0 1-6-0 3-8-0 3-8-0 0-4-32-2-31-9-82-2-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.45 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=180(LC 12) Max Uplift 3=-65(LC 9), 2=-258(LC 12) Max Grav 3=107(LC 17), 2=349(LC 17), 4=65(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=258. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss CJB1 Truss Type Corner Jack Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066620 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:39 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-TrlzNbo6E_0A0Um4HywMV5XoDZpFl?zcaZr388yChyk Scale = 1:19.8 1 2 5 3 43x4 1.5x8 STP 5-8-0 5-8-0 -1-6-0 1-6-0 5-8-0 5-8-0 0-4-33-2-32-9-83-2-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.80 0.35 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 -0.00 (loc) 2-4 2-4 3 l/defl >999 >683 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 12) Max Uplift 3=-150(LC 12), 2=-269(LC 12) Max Grav 3=213(LC 17), 2=432(LC 17), 4=105(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 5-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=150, 2=269. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss CJG Truss Type Corner Jack Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066621 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:40 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-x1JMbxpk?H80edLGrgRb2J33TzE8USDlpDachbyChyj Scale = 1:14.9 1 2 3 4 4x6 1.5x8 STP -1-6-0 1-6-0 3-8-0 3-8-0 0-4-32-2-31-2-31-9-81-0-06.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-7-13,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.44 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=180(LC 12) Max Uplift 3=-66(LC 9), 2=-257(LC 12) Max Grav 3=107(LC 17), 2=348(LC 17), 4=65(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=257. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss CJG1 Truss Type Corner Jack Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066622 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:40 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-x1JMbxpk?H80edLGrgRb2J3?szBwUSDlpDachbyChyj Scale = 1:19.8 1 2 5 6 3 4 5x6 1.5x8 STP 4x6 4-8-0 4-8-0 5-8-0 1-0-0 -1-6-0 1-6-0 4-8-0 4-8-0 5-8-0 1-0-0 0-4-33-2-31-10-32-9-81-4-06.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-8-9,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.67 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 0.01 (loc) 2-5 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-5: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=240(LC 12) Max Uplift 3=-140(LC 12), 2=-268(LC 12), 4=-3(LC 9) Max Grav 3=189(LC 17), 2=432(LC 17), 4=109(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 5-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=140, 2=268. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss DH5 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066623 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:41 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-PEskoHpMmbGtFnwTPNyqaWcCVMVBDsHv1tK9D1yChyi Scale = 1:26.5 1 2 3 4 5 687 4x6 1.5x8 STP 1.5x8 STP 4x6 3x4 3x4 2x4 2x4 NAILED NAILED Special Special 5-0-0 5-0-0 7-0-0 2-0-0 12-0-0 5-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 7-0-0 2-0-0 12-0-0 5-0-0 14-0-0 2-0-0 0-4-32-10-30-4-32-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [5:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.38 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 0.07 0.02 (loc) 2-8 2-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-0 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=-174(LC 6) Max Uplift 2=-887(LC 8), 5=-887(LC 8) Max Grav 2=1078(LC 29), 5=1078(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1534/912, 3-4=-1281/870, 4-5=-1533/912 BOT CHORD 2-8=-684/1324, 7-8=-696/1345, 5-7=-681/1320 WEBS 3-8=-296/471, 4-7=-296/470 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=887, 5=887. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 550 lb down and 166 lb up at 5-0-0, and 550 lb down and 166 lb up at 6-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74, 3-4=-74, 4-6=-74, 2-5=-20 Concentrated Loads (lb) Vert: 3=-50(F) 4=-50(F) 8=-200(F) 7=-200(F) December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss EJ4B Truss Type Jack-Open Qty 4 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066624 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:42 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-tQQ60dq_XvOktxVfy5T37k9PwmtcyLj2GX3jlTyChyh Scale = 1:21.4 1 2 3 8 7 6 4 5 3x4 1.5x8 STP 2x4 2x4 2x4 0-9-0 0-9-0 1-2-0 0-5-0 4-0-0 2-10-0 -1-6-0 1-6-0 0-9-0 0-9-0 4-0-0 3-3-0 0-4-33-8-31-11-83-8-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.45 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.02 -0.02 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=190(LC 12) Max Uplift 4=-73(LC 12), 2=-256(LC 12) Max Grav 4=125(LC 17), 2=370(LC 17), 5=59(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-278/24 NOTES-(6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=256. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss EJ5D Truss Type Jack-Open Qty 2 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066625 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:43 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-Lc_UDzrdICWbV54rWo?IfxhVtACahozBVBpGHwyChyg Scale = 1:19.5 1 2 5 3 4 3x4 1.5x8 STP 5-0-0 5-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.75 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=244(LC 12) Max Uplift 3=-99(LC 12), 2=-329(LC 12) Max Grav 3=161(LC 17), 2=459(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 3-11-3, Interior(1) 3-11-3 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=329. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss EJ7 Truss Type Jack-Open Qty 30 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066626 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:43 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-Lc_UDzrdICWbV54rWo?IfxhUMA7OhozBVBpGHwyChyg Scale = 1:23.5 1 2 5 3 43x6 1.5x8 STP 7-0-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 0-4-33-10-33-5-83-10-36.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.59 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.20 -0.00 (loc) 2-4 2-4 3 l/defl >607 >400 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=281(LC 12) Max Uplift 3=-184(LC 12), 2=-283(LC 12) Max Grav 3=260(LC 17), 2=493(LC 17), 4=125(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=184, 2=283. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss EJ7G Truss Type Jack-Open Qty 4 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066627 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:44 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-poYsRJsF3WeS6Ff14WWXC9EguaW?QFDLjrYqqMyChyf Scale = 1:23.0 1 2 5 6 3 4 5x6 1.5x8 STP 4x6 4-8-0 4-8-0 7-0-0 2-4-0 -1-6-0 1-6-0 4-8-0 4-8-0 7-0-0 2-4-0 0-4-33-10-32-6-31-4-06.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-6-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.44 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.16 0.05 (loc) 5 5 4 l/defl >858 >498 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 4-5: 2x4 SP 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)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=281(LC 12) Max Uplift 3=-178(LC 12), 2=-282(LC 12), 4=-6(LC 9) Max Grav 3=245(LC 17), 2=493(LC 17), 4=134(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=178, 2=282. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss EJ7G1 Truss Type Jack-Open Qty 2 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066628 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:45 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-H?6FefttqqnJkPEEeD1mlMnr8_qb9iSUyVINMoyChye Scale = 1:23.5 1 2 3 8 7 6 9 4 5 3x4 1.5x8 STP 3x4 4x6 4x10 MT20HS 6-8-8 6-8-8 7-0-0 0-3-8 -1-6-0 1-6-0 7-0-0 7-0-0 0-4-33-4-73-10-32-10-31-0-06.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.70 0.48 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 -0.01 (loc) 2-8 2-8 5 l/defl >999 >953 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 30 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=437(LC 12) Max Uplift 4=-13(LC 17), 2=-246(LC 12), 5=-259(LC 12) Max Grav 4=46(LC 3), 2=472(LC 1), 5=398(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-261/74, 3-6=-305/338 BOT CHORD 2-8=-254/294 NOTES-(7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=246, 5=259. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss EJ7G2 Truss Type Jack-Open Qty 9 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066629 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:46 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-mBgdr?tVb7vAMYpQBwY?HaJ?JN4au9ieB91wuFyChyd Scale = 1:23.5 1 2 3 7 6 8 4 5 3x4 1.5x8 STP 2x4 5x8 2-4-0 2-4-0 2-8-0 0-4-0 7-0-0 4-4-0 -1-6-0 1-6-0 2-4-0 2-4-0 7-0-0 4-8-0 0-4-33-10-30-4-113-5-82-10-31-0-06.00 12 Plate Offsets (X,Y)-- [2:0-0-12,Edge], [3:0-5-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.81 0.88 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 -0.32 0.16 (loc) 6 6 5 l/defl >265 >250 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-7: 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 4-5-10 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=281(LC 12) Max Uplift 4=-154(LC 12), 2=-281(LC 12), 5=-27(LC 12) Max Grav 4=232(LC 17), 2=500(LC 17), 5=129(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=154, 2=281. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss EJ7G3 Truss Type Jack-Open Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066630 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:46 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-mBgdr?tVb7vAMYpQBwY?HaJ?jN6Ju8XeB91wuFyChyd Scale = 1:19.8 1 2 3 4 9 8 7 10 5 6 4x6 1.5x8 STP 3x4 2x4 4x6 2x4 2-4-0 2-4-0 2-8-0 0-4-0 5-1-0 2-5-0 7-0-0 1-11-0 -1-6-0 1-6-0 2-4-0 2-4-0 5-1-0 2-9-0 7-0-0 1-11-0 0-4-32-10-111-10-112-7-31-0-02-10-116.00 12 Plate Offsets (X,Y)-- [2:0-1-0,Edge], [3:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.71 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.29 -0.31 0.15 (loc) 8 8 6 l/defl >276 >254 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-9: 2x4 SP No.3 WEBS 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)5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=226(LC 12) Max Uplift 5=-73(LC 12), 2=-306(LC 12), 6=-83(LC 12) Max Grav 5=122(LC 1), 2=503(LC 17), 6=189(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-157/252 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 5-1-0, Exterior(2) 5-1-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 2=306. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss EJ7G4 Truss Type Jack-Closed Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066631 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:47 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-ENE?3Lu7MR11ziOcle3Eqns8gnX2dcynQpnURhyChyc Scale = 1:22.0 1 2 3 4 5 6 3x4 1.5x8 STP 4x6 3x4 3x6 7-0-0 7-0-0 -1-6-0 1-6-0 5-9-8 5-9-8 7-0-0 1-2-8 0-4-33-2-152-7-116.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.96 0.42 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.13 -0.00 (loc) 2-5 2-5 5 l/defl >999 >615 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-8-0 Max Horz 2=234(LC 11) Max Uplift 5=-128(LC 12), 2=-333(LC 12) Max Grav 5=306(LC 17), 2=484(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-252/262, 4-5=-240/340 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 5-9-8, Exterior(2) 5-9-8 to 6-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=128, 2=333. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss EJC Truss Type Jack-Open Qty 2 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066632 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:48 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-ianNGgvl7l9ubsypJLaTM?PQwBwDM3CxeTW1z7yChyb Scale = 1:17.6 1 2 3 4 3x4 1.5x8 STP 4-9-0 4-9-0 -1-6-0 1-6-0 4-9-0 4-9-0 0-4-32-8-112-4-02-8-116.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=213(LC 12) Max Uplift 3=-112(LC 12), 2=-262(LC 12) Max Grav 3=166(LC 17), 2=392(LC 17), 4=87(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=112, 2=262. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G Truss Type Half Hip Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066633 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:49 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-AmLlU0wNt2HlD0X?t35ivCxVFb6r5HH4t7GaVZyChya Scale = 1:74.3 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 5x6 4x6 3x4 6x8 4x6 3x8 MT20HS5x8 3x4 3x4 3x4 3x4 3x4 4x6 4x6 6x8 3x6 3x8 MT20HS 7-4-0 7-4-0 16-1-10 8-9-10 24-11-4 8-9-10 33-8-14 8-9-10 42-10-0 9-1-2 7-4-0 7-4-0 14-4-8 7-0-8 21-5-0 7-0-8 28-5-8 7-0-8 35-6-0 7-0-8 42-10-0 7-4-0 1-8-35-4-36.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-3-8,0-2-4], [4:0-3-0,Edge], [16:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.85 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.39 -0.67 0.18 (loc) 13-14 13-14 10 l/defl >999 >756 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 234 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-2: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 1-17: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-8-14 oc bracing. WEBS 1 Row at midpt 3-16, 6-11, 1-16 2 Rows at 1/3 pts 8-10 REACTIONS. (size)10=Mechanical, 17=Mechanical Max Horz 17=372(LC 9) Max Uplift 10=-984(LC 12), 17=-978(LC 12) Max Grav 10=1999(LC 1), 17=1999(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2843/1826, 2-3=-2455/1773, 3-5=-3964/2653, 5-6=-4078/2643, 6-8=-2820/1845, 1-17=-1931/1355 BOT CHORD 16-17=-720/527, 14-16=-2596/3807, 13-14=-2810/4249, 11-13=-2475/3788, 10-11=-1632/2432 WEBS 2-16=-304/734, 3-16=-1677/1043, 3-14=-128/535, 5-14=-395/250, 5-13=-299/323, 6-13=-263/524, 6-11=-1339/906, 8-11=-606/1181, 8-10=-2931/1866, 1-16=-1320/2293 NOTES-(8) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 7-4-0, Exterior(2) 7-4-0 to 15-9-13, Interior(1) 15-9-13 to 42-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=984, 17=978. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G1 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066634 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:50 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-eyv8hMw0eMPcrA6BQmdxSQUiH?QiqpZD6n?810yChyZ Scale = 1:74.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 28 29 30 3x4 5x8 3x6 5x8 3x4 4x6 3x4 4x6 3x6 3x4 2x4 5x8 3x4 4x6 6x8 6x8 3x6 9-4-0 9-4-0 17-5-4 8-1-4 25-4-12 7-11-8 33-6-0 8-1-4 42-10-0 9-4-0 4-9-12 4-9-12 9-4-0 4-6-4 17-5-4 8-1-4 25-4-12 7-11-8 33-6-0 8-1-4 38-0-4 4-6-4 42-10-0 4-9-12 1-8-36-4-31-8-36-4-36.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8], [7:0-6-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.68 1.00 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.28 -0.51 0.17 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 246 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5,5-7: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-14, 4-13, 7-13, 2-17, 8-10 REACTIONS. (size)17=Mechanical, 10=Mechanical Max Horz 17=-323(LC 10) Max Uplift 17=-981(LC 12), 10=-981(LC 12) Max Grav 17=2078(LC 17), 10=2068(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-261/212, 2-3=-2887/1931, 3-4=-3509/2483, 4-6=-3477/2483, 6-7=-3477/2483, 7-8=-2870/1931, 8-9=-259/211, 1-17=-272/238, 9-10=-271/237 BOT CHORD 16-17=-1551/2442, 14-16=-1498/2634, 13-14=-2137/3595, 11-13=-1475/2432, 10-11=-1481/2188 WEBS 2-16=-109/438, 3-14=-862/1381, 4-14=-667/561, 6-13=-628/581, 7-13=-861/1371, 8-11=-109/435, 2-17=-2719/1805, 8-10=-2705/1805 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 9-4-0, Exterior(2) 9-4-0 to 17-9-13, Interior(1) 17-9-13 to 33-6-0, Exterior(2) 33-6-0 to 41-11-13, Interior(1) 41-11-13 to 42-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=981, 10=981. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G2 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066635 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:55 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-?wj1k4_8Tu1uxx?9DJC69TBXK?75V2ayF3jvjDyChyU Scale = 1:77.5 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3x4 5x6 4x6 5x6 3x4 4x6 3x8 4x6 3x4 3x4 3x4 3x8 4x6 6x12 MT20HS 6x12 MT20HS4x6 11-4-0 11-4-0 21-5-0 10-1-0 31-6-0 10-1-0 42-10-0 11-4-0 5-9-12 5-9-12 11-4-0 5-6-4 18-0-11 6-8-11 24-9-5 6-8-11 31-6-0 6-8-11 37-0-4 5-6-4 42-10-0 5-9-12 1-8-37-4-31-8-37-4-36.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-0], [5:0-3-0,Edge], [7:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.98 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.78 0.16 (loc) 10-11 10-11 10 l/defl >999 >657 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 246 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-11, 2-16, 8-10 REACTIONS. (size)16=Mechanical, 10=Mechanical Max Horz 16=-372(LC 10) Max Uplift 16=-981(LC 12), 10=-981(LC 12) Max Grav 16=2089(LC 17), 10=2089(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-320/213, 2-3=-2872/1933, 3-4=-2532/1843, 4-6=-3107/2208, 6-7=-2532/1843, 7-8=-2872/1933, 8-9=-319/213, 1-16=-323/290, 9-10=-323/290 BOT CHORD 15-16=-1644/2603, 13-15=-1834/3157, 11-13=-1844/3087, 10-11=-1538/2325 WEBS 2-15=-83/283, 3-15=-493/830, 4-15=-983/637, 4-13=-9/285, 6-13=-9/285, 6-11=-983/637, 7-11=-493/829, 8-11=-84/283, 2-16=-2750/1840, 8-10=-2751/1840 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 11-4-0, Exterior(2) 11-4-0 to 19-9-13, Interior(1) 19-9-13 to 31-6-0, Exterior(2) 31-6-0 to 39-11-13, Interior(1) 39-11-13 to 42-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=981, 10=981. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G3 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066636 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:56 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-T6GPyP?mEC9lZ5aLn1kLhhkfJPVZEUF6UjSSFfyChyT Scale = 1:78.0 1 2 3 4 5 6 7 16 15 14 13 12 11 10 9 8 17 18 19 20 21 22 23 24 25 26 5x8 5x8 3x8 MT20HS 4x6 3x4 5x6 3x4 3x8 2x4 3x4 3x4 5x6 5x6 3x8 MT20HS 5x6 4x6 6-10-12 6-10-12 13-6-0 6-7-4 21-5-0 7-11-0 29-4-0 7-11-0 35-11-4 6-7-4 42-10-0 6-10-12 6-10-12 6-10-12 13-6-0 6-7-4 21-5-0 7-11-0 29-4-0 7-11-0 35-11-4 6-7-4 42-10-0 6-10-12 1-8-38-5-31-8-38-5-36.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:0-5-8,0-2-4], [5:0-5-8,0-2-4], [7:Edge,0-1-12], [9:0-3-0,0-1-12], [15:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.84 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.22 -0.42 0.11 (loc) 12 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 260 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. WEBS 1 Row at midpt 2-14, 3-12, 4-12, 5-12, 6-10, 1-15, 7-9 REACTIONS. (size)16=Mechanical, 8=Mechanical Max Horz 16=425(LC 11) Max Uplift 16=-981(LC 12), 8=-981(LC 12) Max Grav 16=2093(LC 17), 8=2093(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2928/1890, 2-3=-2766/1915, 3-4=-2705/2072, 4-5=-2705/2072, 5-6=-2766/1915, 6-7=-2928/1891, 1-16=-2021/1356, 7-8=-2021/1357 BOT CHORD 15-16=-360/505, 14-15=-1668/2770, 12-14=-1387/2535, 10-12=-1322/2324, 9-10=-1542/2451 WEBS 2-15=-380/363, 2-14=-346/349, 3-14=-165/419, 3-12=-431/717, 4-12=-669/602, 5-12=-431/717, 5-10=-165/419, 6-10=-346/349, 6-9=-380/363, 1-15=-1490/2373, 7-9=-1488/2370 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 13-6-0, Exterior(2) 13-6-0 to 21-11-13, Interior(1) 21-11-13 to 29-4-0, Exterior(2) 29-4-0 to 37-9-13, Interior(1) 37-9-13 to 42-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=981, 8=981. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G4 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066637 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:58 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-PVO9N511mpPToOjkuSmpm6p?mD80iOHPy0xZJYyChyR Scale = 1:81.1 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 26 27 28 29 4x6 1.5x8 STP 6x12 MT20HS 3x8 MT20HS 4x10 MT20HS 4x10 MT20HS 4x6 3x4 2x4 3x4 2x4 3x4 6x12 MT20HS 2x4 7x10 3x4 3x4 4x6 6x8 6x12 MT20HS 7x10 2x4 6x8 8-0-0 8-0-0 15-6-0 7-6-0 21-5-0 5-11-0 27-4-0 5-11-0 32-9-12 5-5-12 37-3-0 4-5-4 38-0-0 0-9-0 42-10-0 4-10-0 -1-6-0 1-6-0 8-0-0 8-0-0 15-6-0 7-6-0 21-5-0 5-11-0 27-4-0 5-11-0 32-9-12 5-5-12 37-3-0 4-5-4 42-10-0 5-7-0 0-4-38-1-39-5-31-8-31-4-05-7-142-2-79-5-36.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-5-12,Edge], [4:0-3-0,Edge], [5:0-7-4,0-1-8], [7:0-9-0,0-2-0], [11:0-3-8,Edge], [15:0-4-4,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.97 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.73 -1.23 0.95 (loc) 20 19-20 12 l/defl >694 >413 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 235 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 7-9,9-11: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 10-13,12-14: 2x4 SP No.2, 2-22: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 11-15: 2x4 SP No.1 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-21, 5-20, 7-20, 11-15 REACTIONS. (size)12=Mechanical, 2=0-8-0 Max Horz 2=482(LC 11) Max Uplift 12=-974(LC 12), 2=-1140(LC 12) Max Grav 12=1987(LC 1), 2=2134(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5932/3894, 3-5=-4798/3165, 5-6=-6094/4075, 6-7=-6094/4075, 7-8=-4778/3111, 8-10=-5589/3578, 10-11=-5708/3732, 11-12=-1884/1317 BOT CHORD 2-23=-3476/5533, 21-23=-3476/5529, 20-21=-2504/4302, 19-20=-2385/4265, 17-19=-3008/5045, 16-17=-3458/5354, 15-16=-3416/5286, 13-15=-248/274, 10-15=-249/261 WEBS 3-23=0/316, 3-21=-1186/948, 5-21=-291/556, 5-20=-1320/2250, 6-20=-457/433, 7-20=-1428/2320, 7-19=-401/658, 8-19=-966/793, 8-17=-114/291, 10-17=-448/439, 11-15=-3202/4975, 14-16=-231/282 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 15-6-0, Exterior(2) 15-6-0 to 23-11-13, Interior(1) 23-11-13 to 27-4-0, Exterior(2) 27-4-0 to 35-9-13, Interior(1) 35-9-13 to 42-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=974, 2=1140.Continued on page 2 December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G4 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066637 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:58 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-PVO9N511mpPToOjkuSmpm6p?mD80iOHPy0xZJYyChyR 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G5 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066638 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:59 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-thyXaR1fX7XKQYIwS9H2JJMAIdUwRobYAgh6s_yChyQ Scale = 1:78.9 1 2 3 4 5 6 7 8 9 1021 20 19 18 17 16 15 14 13 12 11 22 23 24 7x10 1.5x8 STP 5x8 5x8 4x10 MT20HS 4x10 MT20HS 6x8 5x8 3x4 2x4 3x6 3x4 2x4 3x4 3x4 7x10 7x10 5x6 5x6 2x4 6x8 8-11-13 8-11-13 17-6-0 8-6-3 21-5-0 3-11-0 25-4-0 3-11-0 31-11-4 6-7-4 33-0-0 1-0-12 37-11-0 4-11-0 42-10-0 4-11-0 -1-6-0 1-6-0 6-1-13 6-1-13 11-8-0 5-6-3 17-6-0 5-10-0 25-4-0 7-10-0 31-11-4 6-7-4 37-11-0 5-11-12 42-10-0 4-11-0 0-4-39-1-310-5-31-8-31-4-05-7-143-2-1510-5-36.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-5-12,Edge], [4:0-5-0,0-3-4], [5:0-5-4,0-2-12], [6:0-5-4,0-2-12], [8:0-5-0,Edge], [15:0-3-4,0-3-8], [18:0-4-0,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.99 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.57 -1.00 0.73 (loc) 18 19-21 11 l/defl >894 >509 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 267 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.1, 8-10: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 15-18: 2x4 SP M 31, 7-13: 2x4 SP No.3, 11-14: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 9-15: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-17, 12-15 JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size)11=Mechanical, 2=0-8-0 Max Horz 2=527(LC 11) Max Uplift 11=-974(LC 12), 2=-1140(LC 12) Max Grav 11=1987(LC 1), 2=2134(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5920/3771, 3-4=-5577/3631, 4-5=-4481/2994, 5-6=-4711/3173, 6-7=-4522/2909, 7-9=-5702/3609, 9-10=-2571/1669, 10-11=-1940/1328 BOT CHORD 2-21=-3364/5555, 19-21=-3059/5041, 18-19=-2293/4097, 17-18=-2208/4066, 16-17=-3095/5238, 15-16=-3061/5171, 7-15=-95/351 WEBS 3-21=-266/300, 4-21=-155/502, 4-19=-992/811, 5-19=-409/699, 5-18=-634/1149, 6-18=-670/1276, 6-17=-331/630, 7-17=-1409/1050, 12-15=-1642/2577, 9-15=-1628/2841, 9-12=-2004/1361, 10-12=-1381/2231 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 17-6-0, Exterior(2) 17-6-0 to 33-9-13, Interior(1) 33-9-13 to 42-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=974, 2=1140. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G6 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066639 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:00 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-LtWvon2HIRfB1it60toHsXuMf0svAFjiPKQgORyChyP Scale = 1:81.1 1 2 3 4 5 6 7 8 9 10 11 1222 21 20 19 18 17 16 15 14 13 24 25 26 27 3x8 MT20HS 1.5x8 STP 5x8 5x8 4x6 4x10 MT20HS 5x6 2x4 2x4 2x4 4x6 3x4 2x4 3x4 3x4 3x4 3x6 5x8 7x10 4x6 4x6 2x4 6x8 9-11-13 9-11-13 19-6-0 9-6-3 21-5-0 1-11-0 23-4-0 1-11-0 31-11-4 8-7-4 33-0-0 1-0-12 37-11-0 4-11-0 42-10-0 4-11-0 -1-6-0 1-6-0 6-9-13 6-9-13 13-1-14 6-4-2 19-6-0 6-4-2 23-4-0 3-10-0 27-7-10 4-3-10 31-11-4 4-3-10 37-11-0 5-11-12 42-10-0 4-11-0 0-4-310-1-311-5-31-8-31-4-05-7-143-2-1511-5-36.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-5-12,Edge], [6:0-6-0,0-2-8], [7:0-6-0,0-2-8], [10:0-3-0,Edge], [13:Edge,0-3-8], [14:0-4-0,0-1-8], [17:0-2-12,0-2-8], [19:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.88 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.55 -1.06 0.69 (loc) 19 17-18 13 l/defl >920 >478 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 260 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6,1-4: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 *Except* 19-21: 2x4 SP No.1, 9-15: 2x4 SP No.3, 13-16: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 14-17,11-17: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-9-11 oc bracing. Except: 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 5-20 REACTIONS. (size)13=Mechanical, 2=0-8-0 Max Horz 2=580(LC 11) Max Uplift 13=-968(LC 12), 2=-1138(LC 12) Max Grav 13=2006(LC 1), 2=2140(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5963/3600, 3-5=-5496/3396, 5-6=-4130/2620, 6-7=-3842/2574, 7-8=-4109/2620, 8-9=-5745/3653, 9-11=-5690/3464, 11-12=-2601/1629, 12-13=-1952/1292 BOT CHORD 2-22=-3211/5641, 20-22=-2753/4863, 19-20=-1878/3745, 18-19=-1809/3673, 17-18=-2331/4352, 9-17=-463/407 WEBS 3-22=-430/410, 5-22=-245/653, 5-20=-1169/939, 6-20=-480/875, 6-19=-429/768, 7-19=-523/884, 7-18=-590/1042, 8-18=-1001/837, 8-17=-822/1402, 14-17=-1654/2693, 11-17=-1443/2773, 11-14=-2092/1375, 12-14=-1354/2272 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 19-6-0, Exterior(2) 19-6-0 to 31-9-13, Interior(1) 31-9-13 to 42-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=968, 2=1138. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G7 Truss Type Scissor Qty 6 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066640 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:02 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-IGegCT4Xq2wvH01V7Iqlxy_iWqbKe93_sevmSJyChyN Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 1118 17 16 15 14 13 12 19 20 21 22 4x6 1.5x8 STP 1.5x8 STP 5x6 4x6 4x10 MT20HS 4x10 MT20HS 8x14 MT20HS 3x4 3x4 3x4 2x4 3x4 3x4 3x4 2x4 6x8 6x8 8-0-0 8-0-0 15-0-0 7-0-0 21-5-0 6-5-0 27-10-0 6-5-0 34-10-0 7-0-0 42-10-0 8-0-0 -1-6-0 1-6-0 8-0-0 8-0-0 15-0-0 7-0-0 21-5-0 6-5-0 27-10-0 6-5-0 34-10-0 7-0-0 42-10-0 8-0-0 44-4-0 1-6-0 0-4-311-0-110-4-34-3-146.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-5-12,Edge], [4:0-3-0,Edge], [8:0-3-0,Edge], [10:0-5-12,Edge], [15:0-7-0,0-3-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.69 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.59 -1.01 0.68 (loc) 15 15-17 10 l/defl >856 >499 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 214 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 1-4,8-11: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 *Except* 2-16,10-14: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 6-15: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 1 Row at midpt 6-15, 7-15, 9-13, 5-15 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=563(LC 11) Max Uplift 2=-1133(LC 12), 10=-1133(LC 12) Max Grav 2=2122(LC 1), 10=2122(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5950/3142, 3-5=-4829/2644, 5-6=-3760/2137, 6-7=-3760/2106, 7-9=-4829/2663, 9-10=-5858/3122 BOT CHORD 2-18=-2589/5661, 17-18=-2587/5655, 15-17=-1949/4595, 13-15=-2017/4316, 12-13=-2638/5175, 10-12=-2642/5180 WEBS 6-15=-1484/2828, 7-15=-1285/856, 7-13=-194/521, 9-13=-1067/669, 9-12=0/309, 5-15=-1279/856, 5-17=-193/521, 3-17=-1047/667, 3-18=0/309 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 21-5-0, Exterior(2) 21-5-0 to 27-5-0, Interior(1) 27-5-0 to 44-4-13 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1133, 10=1133. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G8 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066641 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:03 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-mSB2Qp4AaM2muAchh?M_T9WzIEspNea85IfK?lyChyM Scale = 1:79.4 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 22 23 5x8 WB 1.5x8 STP 1.5x8 STP 7x10 7x10 5x8 WB 3x8 2x4 2x4 6x12 MT20HS 2x4 2x4 2x4 3x8 3x6 6x8 8x12 5x8 7x10 4x6 2x4 6-0-0 6-0-0 11-0-4 5-0-4 21-5-0 10-4-12 30-5-4 9-0-4 32-0-0 1-6-12 35-10-0 3-10-0 42-10-0 7-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 11-0-4 5-0-4 17-11-8 6-11-4 24-10-8 6-11-0 30-5-4 5-6-12 35-10-0 5-4-12 42-10-0 7-0-0 44-4-0 1-6-0 0-4-39-3-150-4-34-3-142-1-142-1-79-3-156.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-4-12,0-1-8], [4:0-4-0,Edge], [6:0-5-0,0-3-0], [7:0-5-0,0-3-0], [9:0-4-0,Edge], [11:0-4-12,0-1-8], [13:0-3-8,0-2-8], [16:0-3-0,0-2-0], [17:0-6-0,0-3-4], [18:0-4-8,Edge], [20:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.99 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.45 -1.18 0.48 (loc) 16-17 16-17 11 l/defl >999 >430 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 264 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP M 26 *Except* 6-7: 2x6 SP No.2, 1-4,9-12: 2x4 SP M 31 BOT CHORD 2x4 SP No.3 *Except* 2-19: 2x4 SP No.2, 17-18,16-17: 2x4 SP M 31, 11-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 18-20,13-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-2 oc bracing. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 6-18, 7-16 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=-475(LC 10) Max Uplift 2=-980(LC 12), 11=-1075(LC 12) Max Grav 2=2281(LC 1), 11=2197(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4072/1994, 3-5=-5984/2895, 5-6=-6160/3228, 6-7=-4739/2580, 7-8=-5796/3575, 8-10=-5674/3254, 10-11=-3867/2184 BOT CHORD 2-20=-1599/3755, 18-19=0/286, 5-18=-617/648, 17-18=-1688/4259, 16-17=-1777/4115, 8-16=-543/596, 11-13=-1765/3313 WEBS 3-20=-1525/719, 18-20=-1700/4052, 3-18=-695/1845, 6-18=-916/2064, 6-17=-538/1164, 7-17=-424/1405, 7-16=-1242/1791, 13-16=-1968/3784, 10-16=-899/1846, 10-13=-1764/1002 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-12 to 4-5-4, Interior(1) 4-5-4 to 17-11-8, Exterior(2) 17-11-8 to 33-4-5, Interior(1) 33-4-5 to 44-4-13 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=980, 11=1075. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard Continued on page 2 December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G8 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066641 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:03 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-mSB2Qp4AaM2muAchh?M_T9WzIEspNea85IfK?lyChyM LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-74, 6-7=-74, 7-12=-74, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Concentrated Loads (lb) Vert: 19=-200 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-64, 6-7=-64, 7-12=-64, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Concentrated Loads (lb) Vert: 19=-200 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-34, 6-7=-34, 7-12=-34, 2-19=-40, 17-18=-40, 16-17=-40, 14-15=-40, 11-14=-40 Concentrated Loads (lb) Vert: 19=-200 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=133, 2-22=80, 6-22=54, 6-7=74, 7-9=80, 9-11=54, 11-12=43, 2-19=-6, 17-18=-6, 16-17=-6, 14-15=-6, 11-14=-6 Horz: 1-2=-141, 2-22=-88, 6-22=-63, 7-9=88, 9-11=63, 11-12=51 Concentrated Loads (lb) Vert: 19=-200 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=43, 2-4=54, 4-6=80, 6-7=74, 7-23=54, 11-23=80, 11-12=133, 2-19=-6, 17-18=-6, 16-17=-6, 14-15=-6, 11-14=-6 Horz: 1-2=-51, 2-4=-63, 4-6=-88, 7-23=63, 11-23=88, 11-12=141 Concentrated Loads (lb) Vert: 19=-200 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-15, 2-6=-65, 6-7=-58, 7-11=-65, 11-12=-53, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Horz: 1-2=-19, 2-6=31, 7-11=-31, 11-12=-19 Concentrated Loads (lb) Vert: 19=-200 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 2-6=-65, 6-7=-58, 7-11=-65, 11-12=-15, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Horz: 1-2=19, 2-6=31, 7-11=-31, 11-12=19 Concentrated Loads (lb) Vert: 19=-200 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=46, 2-6=14, 6-7=30, 7-11=36, 11-12=24, 2-19=-6, 17-18=-6, 16-17=-6, 14-15=-6, 11-14=-6 Horz: 1-2=-54, 2-6=-22, 7-11=44, 11-12=33 Concentrated Loads (lb) Vert: 19=-200 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-6=36, 6-7=30, 7-11=14, 11-12=46, 2-19=-6, 17-18=-6, 16-17=-6, 14-15=-6, 11-14=-6 Horz: 1-2=-33, 2-6=-44, 7-11=22, 11-12=54 Concentrated Loads (lb) Vert: 19=-200 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 2-6=-62, 6-7=-36, 7-11=-13, 11-12=-1, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Horz: 1-2=16, 2-6=28, 7-11=21, 11-12=33 Concentrated Loads (lb) Vert: 19=-200 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-6=-13, 6-7=-36, 7-11=-62, 11-12=-50, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Horz: 1-2=-33, 2-6=-21, 7-11=-28, 11-12=-16 Concentrated Loads (lb) Vert: 19=-200 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=84, 2-6=52, 6-7=52, 7-11=52, 11-12=84, 2-19=-6, 17-18=-6, 16-17=-6, 14-15=-6, 11-14=-6 Horz: 1-2=-93, 2-6=-61, 7-11=61, 11-12=93 Concentrated Loads (lb) Vert: 19=-200 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=51, 2-6=19, 6-7=19, 7-11=19, 11-12=51, 2-19=-6, 17-18=-6, 16-17=-6, 14-15=-6, 11-14=-6 Horz: 1-2=-60, 2-6=-28, 7-11=28, 11-12=60 Concentrated Loads (lb) Vert: 19=-200 Continued on page 3 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G8 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066641 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:03 2020 Page 3 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-mSB2Qp4AaM2muAchh?M_T9WzIEspNea85IfK?lyChyM LOAD CASE(S) Standard 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-6=-36, 6-7=-36, 7-11=-36, 11-12=-24, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Horz: 1-2=-10, 2-6=2, 7-11=-2, 11-12=10 Concentrated Loads (lb) Vert: 19=-200 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-6=-36, 6-7=-36, 7-11=-36, 11-12=-24, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Horz: 1-2=-10, 2-6=2, 7-11=-2, 11-12=10 Concentrated Loads (lb) Vert: 19=-200 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-6=-34, 6-7=-34, 7-12=-34, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Concentrated Loads (lb) Vert: 19=-200 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-76, 2-6=-85, 6-7=-65, 7-11=-48, 11-12=-39, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Horz: 1-2=12, 2-6=21, 7-11=16, 11-12=25 Concentrated Loads (lb) Vert: 19=-200 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-6=-48, 6-7=-65, 7-11=-85, 11-12=-76, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Horz: 1-2=-25, 2-6=-16, 7-11=-21, 11-12=-12 Concentrated Loads (lb) Vert: 19=-200 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-57, 2-6=-65, 6-7=-65, 7-11=-65, 11-12=-57, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Horz: 1-2=-7, 2-6=1, 7-11=-1, 11-12=7 Concentrated Loads (lb) Vert: 19=-200 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-57, 2-6=-65, 6-7=-65, 7-11=-65, 11-12=-57, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Horz: 1-2=-7, 2-6=1, 7-11=-1, 11-12=7 Concentrated Loads (lb) Vert: 19=-200 21) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-74, 6-7=-74, 7-12=-34, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Concentrated Loads (lb) Vert: 19=-200 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-34, 6-7=-74, 7-12=-74, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Concentrated Loads (lb) Vert: 19=-200 23) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-64, 6-7=-64, 7-12=-34, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Concentrated Loads (lb) Vert: 19=-200 24) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-34, 6-7=-64, 7-12=-64, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Concentrated Loads (lb) Vert: 19=-200 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G9 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066642 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:04 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-EflQd95oLfAdWJBtFitD0N33DeBv63XHKyOtXCyChyL Scale = 1:82.1 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 20 21 22 23 24 5x8 WB 1.5x8 STP 1.5x8 STP 6x8 6x8 6x12 MT20HS 6x8 8x10 3x8 2x4 5x8 8x14 MT20HS 3x4 2x4 3x8 6x8 6x12 MT20HS 10x12 5x12 2x4 5x8 6-0-0 6-0-0 11-0-4 5-0-4 21-5-0 10-4-12 30-5-4 9-0-4 32-11-8 2-6-4 42-6-8 9-7-0 -1-6-0 1-6-0 6-0-0 6-0-0 11-0-4 5-0-4 19-11-8 8-11-4 22-10-8 2-11-0 30-5-4 7-6-12 32-11-8 2-6-4 37-7-4 4-7-12 42-6-8 4-11-4 0-4-35-3-710-3-155-3-74-0-04-3-142-1-141-11-010-3-156.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-4-12,0-1-8], [4:0-4-0,Edge], [10:0-3-0,0-3-0], [11:0-4-3,Edge], [14:0-7-12,0-6-12], [16:0-7-12,0-2-12], [18:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.84 1.00 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.58 -0.96 0.36 (loc) 13 13 21 l/defl >866 >528 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 304 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP M 26 *Except* 6-7: 2x6 SP No.2, 8-10: 2x4 SP No.2, 1-4: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 *Except* 2-17,11-13: 2x4 SP No.2, 5-17,8-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-11: 2x4 SP M 31, 16-18,9-14,5-15,8-15: 2x4 SP No.2 OTHERS 2x6 SP No.2 *Except* 4-4: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-13 oc bracing. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 16-18, 11-14, 9-11 2 Rows at 1/3 pts 5-15, 8-15 REACTIONS. (size)2=0-8-0, 21=0-4-8 Max Horz 2=586(LC 11) Max Uplift 2=-970(LC 12), 21=-893(LC 12) Max Grav 2=2299(LC 17), 21=2023(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4064/1790, 3-5=-6533/3164, 5-6=-4235/2409, 6-7=-4057/2494, 7-8=-4299/2424, 8-9=-5489/2960, 11-20=-1031/1929, 10-20=-1031/1929 BOT CHORD 2-18=-1934/3753, 16-17=0/288, 5-16=0/723, 15-16=-3226/6276, 14-15=-3292/5840, 12-14=0/298, 8-14=-2327/1454 WEBS 3-18=-1687/952, 16-18=-2088/4083, 3-16=-1183/2320, 6-15=-697/1458, 7-15=-699/1530, 11-14=-1325/2165, 9-14=-2042/3831, 9-11=-3140/1818, 5-15=-2424/1018, 8-15=-2122/1308, 10-21=-2161/1186 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-12 to 4-5-4, Interior(1) 4-5-4 to 19-11-8, Exterior(2) 19-11-8 to 28-10-8, Interior(1) 28-10-8 to 41-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=970, 21=893. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. Continued on page 2 December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G9 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066642 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:04 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-EflQd95oLfAdWJBtFitD0N33DeBv63XHKyOtXCyChyL 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-74, 6-7=-74, 7-8=-74, 8-10=-74, 2-17=-20, 15-16=-20, 14-15=-20, 12-13=-20, 11-12=-20 Concentrated Loads (lb) Vert: 17=-200 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-64, 6-7=-64, 7-8=-64, 8-10=-64, 2-17=-20, 15-16=-20, 14-15=-20, 12-13=-20, 11-12=-20 Concentrated Loads (lb) Vert: 17=-200 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-34, 6-7=-34, 7-8=-34, 8-10=-34, 2-17=-40, 15-16=-40, 14-15=-40, 12-13=-40, 11-12=-40 Concentrated Loads (lb) Vert: 17=-200 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=133, 2-22=80, 6-22=54, 6-7=74, 7-24=80, 8-24=54, 8-10=61, 2-17=-6, 15-16=-6, 14-15=-6, 12-13=-6, 11-12=-6 Horz: 1-2=-141, 2-22=-88, 6-22=-63, 7-24=88, 8-24=63, 11-20=63 Drag: 8-9=-1 Concentrated Loads (lb) Vert: 17=-200 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=43, 2-23=54, 6-23=80, 6-7=74, 7-8=54, 8-10=61, 2-17=-6, 15-16=-6, 14-15=-6, 12-13=-6, 11-12=-6 Horz: 1-2=-51, 2-23=-63, 6-23=-88, 7-8=63, 11-20=-33 Drag: 8-9=-1 Concentrated Loads (lb) Vert: 17=-200 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-15, 2-6=-65, 6-7=-58, 7-8=-65, 8-10=-58, 2-17=-20, 15-16=-20, 14-15=-20, 12-13=-20, 11-12=-20 Horz: 1-2=-19, 2-6=31, 7-8=-31, 11-20=-56 Drag: 8-9=0 Concentrated Loads (lb) Vert: 17=-200 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 2-6=-65, 6-7=-58, 7-8=-65, 8-10=-58, 2-17=-20, 15-16=-20, 14-15=-20, 12-13=-20, 11-12=-20 Horz: 1-2=19, 2-6=31, 7-8=-31, 11-20=40 Drag: 8-9=0 Concentrated Loads (lb) Vert: 17=-200 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=46, 2-6=14, 6-7=30, 7-8=36, 8-10=19, 2-17=-6, 15-16=-6, 14-15=-6, 12-13=-6, 11-12=-6 Horz: 1-2=-54, 2-6=-22, 7-8=44, 11-20=35 Drag: 8-9=-0 Concentrated Loads (lb) Vert: 17=-200 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-6=36, 6-7=30, 7-8=14, 8-10=52, 2-17=-6, 15-16=-6, 14-15=-6, 12-13=-6, 11-12=-6 Horz: 1-2=-33, 2-6=-44, 7-8=22, 11-20=-32 Drag: 8-9=-1 Concentrated Loads (lb) Vert: 17=-200 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 2-6=-62, 6-7=-36, 7-8=-13, 8-10=-36, 2-17=-20, 15-16=-20, 14-15=-20, 12-13=-20, 11-12=-20 Horz: 1-2=16, 2-6=28, 7-8=21, 11-20=12 Drag: 8-9=0 Concentrated Loads (lb) Vert: 17=-200 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-6=-13, 6-7=-36, 7-8=-62, 8-10=-36, 2-17=-20, 15-16=-20, 14-15=-20, 12-13=-20, 11-12=-20 Horz: 1-2=-33, 2-6=-21, 7-8=-28, 11-20=-55 Drag: 8-9=0 Concentrated Loads (lb) Vert: 17=-200 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G9 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066642 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:04 2020 Page 3 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-EflQd95oLfAdWJBtFitD0N33DeBv63XHKyOtXCyChyL LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=84, 2-6=52, 6-7=52, 7-8=52, 8-10=52, 2-17=-6, 15-16=-6, 14-15=-6, 12-13=-6, 11-12=-6 Horz: 1-2=-93, 2-6=-61, 7-8=61, 11-20=50 Drag: 8-9=-1 Concentrated Loads (lb) Vert: 17=-200 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=51, 2-6=19, 6-7=19, 7-8=19, 8-10=19, 2-17=-6, 15-16=-6, 14-15=-6, 12-13=-6, 11-12=-6 Horz: 1-2=-60, 2-6=-28, 7-8=28, 11-20=50 Drag: 8-9=-0 Concentrated Loads (lb) Vert: 17=-200 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-6=-36, 6-7=-36, 7-8=-36, 8-10=-36, 2-17=-20, 15-16=-20, 14-15=-20, 12-13=-20, 11-12=-20 Horz: 1-2=-10, 2-6=2, 7-8=-2, 11-20=27 Drag: 8-9=0 Concentrated Loads (lb) Vert: 17=-200 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-6=-36, 6-7=-36, 7-8=-36, 8-10=-36, 2-17=-20, 15-16=-20, 14-15=-20, 12-13=-20, 11-12=-20 Horz: 1-2=-10, 2-6=2, 7-8=-2, 11-20=27 Drag: 8-9=0 Concentrated Loads (lb) Vert: 17=-200 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-6=-34, 6-7=-34, 7-8=-34, 8-10=-34, 2-17=-20, 15-16=-20, 14-15=-20, 12-13=-20, 11-12=-20 Concentrated Loads (lb) Vert: 17=-200 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-76, 2-6=-85, 6-7=-65, 7-8=-48, 8-10=-65, 2-17=-20, 15-16=-20, 14-15=-20, 12-13=-20, 11-12=-20 Horz: 1-2=12, 2-6=21, 7-8=16, 11-20=9 Drag: 8-9=0 Concentrated Loads (lb) Vert: 17=-200 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-6=-48, 6-7=-65, 7-8=-85, 8-10=-65, 2-17=-20, 15-16=-20, 14-15=-20, 12-13=-20, 11-12=-20 Horz: 1-2=-25, 2-6=-16, 7-8=-21, 11-20=-41 Drag: 8-9=0 Concentrated Loads (lb) Vert: 17=-200 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-57, 2-6=-65, 6-7=-65, 7-8=-65, 8-10=-65, 2-17=-20, 15-16=-20, 14-15=-20, 12-13=-20, 11-12=-20 Horz: 1-2=-7, 2-6=1, 7-8=-1, 11-20=20 Drag: 8-9=0 Concentrated Loads (lb) Vert: 17=-200 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-57, 2-6=-65, 6-7=-65, 7-8=-65, 8-10=-65, 2-17=-20, 15-16=-20, 14-15=-20, 12-13=-20, 11-12=-20 Horz: 1-2=-7, 2-6=1, 7-8=-1, 11-20=20 Drag: 8-9=0 Concentrated Loads (lb) Vert: 17=-200 21) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-74, 6-7=-74, 7-8=-34, 8-10=-34, 2-17=-20, 15-16=-20, 14-15=-20, 12-13=-20, 11-12=-20 Concentrated Loads (lb) Vert: 17=-200 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-34, 6-7=-74, 7-8=-74, 8-10=-74, 2-17=-20, 15-16=-20, 14-15=-20, 12-13=-20, 11-12=-20 Concentrated Loads (lb) Vert: 17=-200 23) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-64, 6-7=-64, 7-8=-34, 8-10=-34, 2-17=-20, 15-16=-20, 14-15=-20, 12-13=-20, 11-12=-20 Concentrated Loads (lb) Vert: 17=-200 Continued on page 4 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G9 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066642 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:04 2020 Page 4 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-EflQd95oLfAdWJBtFitD0N33DeBv63XHKyOtXCyChyL LOAD CASE(S) Standard 24) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-34, 6-7=-64, 7-8=-64, 8-10=-64, 2-17=-20, 15-16=-20, 14-15=-20, 12-13=-20, 11-12=-20 Concentrated Loads (lb) Vert: 17=-200 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G10 Truss Type ROOF SPECIAL Qty 2 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066643 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:51 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-69TWvixePgXTSKhO_U8A_d1pZOnqZBQNKRlhaSyChyY Scale = 1:80.5 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 1121 22 23 24 5x8 WB 1.5x8 STP 1.5x8 STP 6x8 6x8 2x4 6x8 3x8 2x4 5x8 2x4 2x4 2x4 10x14 4x6 5x8 6x12 MT20HS 8x14 MT20HS 7x10 2x4 5x12 6-0-0 6-0-0 11-0-4 5-0-4 21-5-0 10-4-12 30-11-8 9-6-8 35-0-0 4-0-8 36-1-0 1-1-0 42-6-8 6-5-8 -1-6-0 1-6-0 6-0-0 6-0-0 11-0-4 5-0-4 21-5-0 10-4-12 30-11-8 9-6-8 36-1-0 5-1-8 38-7-8 2-6-8 42-6-8 3-11-0 0-4-36-3-711-0-112-3-74-0-00-3-142-1-142-6-16-3-76.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-4-12,0-1-8], [4:0-4-0,Edge], [7:0-5-4,0-2-12], [17:0-7-12,0-2-12], [19:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.88 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.52 -0.89 0.34 (loc) 15-16 16-17 11 l/defl >970 >565 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 285 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP M 26 *Except* 7-10: 2x4 SP No.2, 1-4: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 *Except* 2-18,11-12: 2x4 SP No.1, 5-18,8-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 17-19,5-16,6-16,9-12,9-11: 2x4 SP No.2, 12-15: 2x4 SP No.1 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-6 oc bracing. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 7-16, 9-11 2 Rows at 1/3 pts 5-16 REACTIONS. (size)11=0-4-8, 2=0-8-0 Max Horz 2=491(LC 11) Max Uplift 11=-924(LC 12), 2=-969(LC 12) Max Grav 11=2044(LC 1), 2=2297(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4043/1746, 3-5=-6575/3077, 5-6=-4190/2272, 6-7=-4155/2327, 7-8=-6304/3534, 8-9=-6386/3570 BOT CHORD 2-19=-1868/3734, 17-18=0/287, 5-17=0/720, 16-17=-3170/6346, 15-16=-2840/5043, 11-12=-2135/3518 WEBS 3-19=-1673/916, 17-19=-2013/4059, 3-17=-1184/2391, 5-16=-2606/1104, 6-16=-1345/2780, 7-16=-1464/978, 7-15=-2913/1779, 12-15=-2860/5113, 7-12=-1006/1680, 9-12=-1698/3244, 9-11=-3904/2354 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-12 to 4-5-4, Interior(1) 4-5-4 to 21-5-0, Exterior(2) 21-5-0 to 27-5-0, Interior(1) 27-5-0 to 42-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=924, 2=969. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) StandardContinued on page 2 December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G10 Truss Type ROOF SPECIAL Qty 2 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066643 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:51 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-69TWvixePgXTSKhO_U8A_d1pZOnqZBQNKRlhaSyChyY LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-74, 6-7=-74, 7-10=-74, 2-18=-20, 16-17=-20, 14-16=-20, 13-14=-20, 11-12=-20 Concentrated Loads (lb) Vert: 18=-200 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-64, 6-7=-64, 7-10=-64, 2-18=-20, 16-17=-20, 14-16=-20, 13-14=-20, 11-12=-20 Concentrated Loads (lb) Vert: 18=-200 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-34, 6-7=-34, 7-10=-34, 2-18=-40, 16-17=-40, 14-16=-40, 13-14=-40, 11-12=-40 Concentrated Loads (lb) Vert: 18=-200 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=133, 2-21=80, 6-21=54, 6-23=80, 7-23=54, 7-10=61, 2-18=-6, 16-17=-6, 14-16=-6, 13-14=-6, 11-12=-6 Horz: 1-2=-141, 2-21=-88, 6-21=-63, 6-23=88, 7-23=63, 10-11=63 Drag: 7-8=-1 Concentrated Loads (lb) Vert: 18=-200 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=43, 2-22=54, 6-22=80, 6-7=54, 7-24=61, 10-24=74, 2-18=-6, 16-17=-6, 14-16=-6, 13-14=-6, 11-12=-6 Horz: 1-2=-51, 2-22=-63, 6-22=-88, 6-7=63, 10-11=-33 Drag: 7-8=-1 Concentrated Loads (lb) Vert: 18=-200 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-15, 2-6=-65, 6-7=-65, 7-10=-58, 2-18=-20, 16-17=-20, 14-16=-20, 13-14=-20, 11-12=-20 Horz: 1-2=-19, 2-6=31, 6-7=-31, 10-11=-56 Drag: 7-8=0 Concentrated Loads (lb) Vert: 18=-200 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 2-6=-65, 6-7=-65, 7-10=-58, 2-18=-20, 16-17=-20, 14-16=-20, 13-14=-20, 11-12=-20 Horz: 1-2=19, 2-6=31, 6-7=-31, 10-11=40 Drag: 7-8=0 Concentrated Loads (lb) Vert: 18=-200 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=46, 2-6=14, 6-7=36, 7-10=19, 2-18=-6, 16-17=-6, 14-16=-6, 13-14=-6, 11-12=-6 Horz: 1-2=-54, 2-6=-22, 6-7=44, 10-11=35 Drag: 7-8=-0 Concentrated Loads (lb) Vert: 18=-200 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-6=36, 6-7=14, 7-10=52, 2-18=-6, 16-17=-6, 14-16=-6, 13-14=-6, 11-12=-6 Horz: 1-2=-33, 2-6=-44, 6-7=22, 10-11=-32 Drag: 7-8=-1 Concentrated Loads (lb) Vert: 18=-200 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 2-6=-62, 6-7=-13, 7-10=-36, 2-18=-20, 16-17=-20, 14-16=-20, 13-14=-20, 11-12=-20 Horz: 1-2=16, 2-6=28, 6-7=21, 10-11=12 Drag: 7-8=0 Concentrated Loads (lb) Vert: 18=-200 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-6=-13, 6-7=-62, 7-10=-36, 2-18=-20, 16-17=-20, 14-16=-20, 13-14=-20, 11-12=-20 Horz: 1-2=-33, 2-6=-21, 6-7=-28, 10-11=-55 Drag: 7-8=0 Concentrated Loads (lb) Vert: 18=-200 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G10 Truss Type ROOF SPECIAL Qty 2 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066643 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:51 2020 Page 3 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-69TWvixePgXTSKhO_U8A_d1pZOnqZBQNKRlhaSyChyY LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=84, 2-6=52, 6-7=52, 7-10=52, 2-18=-6, 16-17=-6, 14-16=-6, 13-14=-6, 11-12=-6 Horz: 1-2=-93, 2-6=-61, 6-7=61, 10-11=50 Drag: 7-8=-1 Concentrated Loads (lb) Vert: 18=-200 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=51, 2-6=19, 6-7=19, 7-10=19, 2-18=-6, 16-17=-6, 14-16=-6, 13-14=-6, 11-12=-6 Horz: 1-2=-60, 2-6=-28, 6-7=28, 10-11=50 Drag: 7-8=-0 Concentrated Loads (lb) Vert: 18=-200 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-6=-36, 6-7=-36, 7-10=-36, 2-18=-20, 16-17=-20, 14-16=-20, 13-14=-20, 11-12=-20 Horz: 1-2=-10, 2-6=2, 6-7=-2, 10-11=27 Drag: 7-8=0 Concentrated Loads (lb) Vert: 18=-200 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-6=-36, 6-7=-36, 7-10=-36, 2-18=-20, 16-17=-20, 14-16=-20, 13-14=-20, 11-12=-20 Horz: 1-2=-10, 2-6=2, 6-7=-2, 10-11=27 Drag: 7-8=0 Concentrated Loads (lb) Vert: 18=-200 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-6=-34, 6-7=-34, 7-10=-34, 2-18=-20, 16-17=-20, 14-16=-20, 13-14=-20, 11-12=-20 Concentrated Loads (lb) Vert: 18=-200 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-76, 2-6=-85, 6-7=-48, 7-10=-65, 2-18=-20, 16-17=-20, 14-16=-20, 13-14=-20, 11-12=-20 Horz: 1-2=12, 2-6=21, 6-7=16, 10-11=9 Drag: 7-8=0 Concentrated Loads (lb) Vert: 18=-200 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-6=-48, 6-7=-85, 7-10=-65, 2-18=-20, 16-17=-20, 14-16=-20, 13-14=-20, 11-12=-20 Horz: 1-2=-25, 2-6=-16, 6-7=-21, 10-11=-41 Drag: 7-8=0 Concentrated Loads (lb) Vert: 18=-200 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-57, 2-6=-65, 6-7=-65, 7-10=-65, 2-18=-20, 16-17=-20, 14-16=-20, 13-14=-20, 11-12=-20 Horz: 1-2=-7, 2-6=1, 6-7=-1, 10-11=20 Drag: 7-8=0 Concentrated Loads (lb) Vert: 18=-200 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-57, 2-6=-65, 6-7=-65, 7-10=-65, 2-18=-20, 16-17=-20, 14-16=-20, 13-14=-20, 11-12=-20 Horz: 1-2=-7, 2-6=1, 6-7=-1, 10-11=20 Drag: 7-8=0 Concentrated Loads (lb) Vert: 18=-200 21) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-74, 6-7=-34, 7-10=-34, 2-18=-20, 16-17=-20, 14-16=-20, 13-14=-20, 11-12=-20 Concentrated Loads (lb) Vert: 18=-200 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-34, 6-7=-74, 7-10=-74, 2-18=-20, 16-17=-20, 14-16=-20, 13-14=-20, 11-12=-20 Concentrated Loads (lb) Vert: 18=-200 23) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-64, 6-7=-34, 7-10=-34, 2-18=-20, 16-17=-20, 14-16=-20, 13-14=-20, 11-12=-20 Concentrated Loads (lb) Vert: 18=-200 Continued on page 4 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G10 Truss Type ROOF SPECIAL Qty 2 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066643 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:51 2020 Page 4 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-69TWvixePgXTSKhO_U8A_d1pZOnqZBQNKRlhaSyChyY LOAD CASE(S) Standard 24) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-34, 6-7=-64, 7-10=-64, 2-18=-20, 16-17=-20, 14-16=-20, 13-14=-20, 11-12=-20 Concentrated Loads (lb) Vert: 18=-200 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G11 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066644 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:52 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-aL1u62yGAzfJ4TGaYBfPXrZ?mo6gIeaWZ5UF6uyChyX Scale = 1:83.3 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 1020 21 22 23 4x10 MT20HS 1.5x8 STP 1.5x8 STP 5x8 7x10 3x8 2x4 5x8 2x4 2x4 2x4 8x12 3x8 MT20HS 4x6 5x8 6x12 MT20HS 8x14 MT20HS 7x10 5x8 2x4 6-0-0 6-0-0 11-0-4 5-0-4 21-5-0 10-4-12 28-11-8 7-6-8 35-0-0 6-0-8 36-1-0 1-1-0 42-6-8 6-5-8 -1-6-0 1-6-0 6-0-0 6-0-0 11-0-4 5-0-4 21-5-0 10-4-12 28-11-8 7-6-8 36-1-0 7-1-8 42-1-8 6-0-8 42-6-8 0-5-0 0-4-37-3-711-0-110-3-84-0-00-3-142-1-142-6-17-3-76.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-4-12,0-1-8], [4:0-5-0,Edge], [7:0-5-4,Edge], [9:0-2-0,Edge], [11:0-5-12,0-4-0], [14:0-5-0,0-4-4], [15:0-7-0,0-4-8], [16:0-7-12,0-2-12], [18:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.90 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.48 -0.85 0.31 (loc) 15-16 15-16 10 l/defl >999 >591 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 289 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-6: 2x6 SP M 26, 6-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.3 *Except* 2-17: 2x4 SP No.1, 15-16: 2x6 SP M 26, 12-15: 2x6 SP No.2 10-11: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 16-18,6-15,5-15: 2x4 SP No.2, 11-14,9-11: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-5-5 oc bracing. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 16-18, 7-15, 11-14, 9-11 2 Rows at 1/3 pts 5-15 REACTIONS. (size)2=0-8-0, 10=0-4-8 Max Horz 2=518(LC 11) Max Uplift 2=-967(LC 12), 10=-926(LC 12) Max Grav 2=2309(LC 17), 10=2044(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4042/1753, 3-5=-6617/3122, 5-6=-4174/2296, 6-7=-4098/2374, 7-8=-4326/2485, 8-9=-4375/2524, 9-10=-1959/1248 BOT CHORD 2-18=-1942/3747, 16-17=0/287, 5-16=0/724, 15-16=-3315/6381, 14-15=-2761/4733, 8-11=-517/477 WEBS 3-18=-1680/952, 16-18=-2092/4073, 3-16=-1250/2410, 6-15=-1435/2839, 7-15=-1190/845, 7-14=-1772/1156, 11-14=-2653/4580, 7-11=-333/142, 9-11=-2716/4622, 5-15=-2630/1133 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-12 to 4-5-4, Interior(1) 4-5-4 to 21-5-0, Exterior(2) 21-5-0 to 27-5-0, Interior(1) 27-5-0 to 42-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=967, 10=926. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) StandardContinued on page 2 December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G11 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066644 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:52 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-aL1u62yGAzfJ4TGaYBfPXrZ?mo6gIeaWZ5UF6uyChyX LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-74, 6-7=-74, 7-9=-74, 2-17=-20, 15-16=-20, 13-15=-20, 12-13=-20, 10-11=-20 Concentrated Loads (lb) Vert: 17=-200 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-64, 6-7=-64, 7-9=-64, 2-17=-20, 15-16=-20, 13-15=-20, 12-13=-20, 10-11=-20 Concentrated Loads (lb) Vert: 17=-200 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-34, 6-7=-34, 7-9=-34, 2-17=-40, 15-16=-40, 13-15=-40, 12-13=-40, 10-11=-40 Concentrated Loads (lb) Vert: 17=-200 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=133, 2-20=80, 6-20=54, 6-22=80, 7-22=54, 7-9=61, 2-17=-6, 15-16=-6, 13-15=-6, 12-13=-6, 10-11=-6 Horz: 1-2=-141, 2-20=-88, 6-20=-63, 6-22=88, 7-22=63, 9-10=63 Drag: 7-8=-1 Concentrated Loads (lb) Vert: 17=-200 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=43, 2-21=54, 6-21=80, 6-7=54, 7-23=61, 9-23=74, 2-17=-6, 15-16=-6, 13-15=-6, 12-13=-6, 10-11=-6 Horz: 1-2=-51, 2-21=-63, 6-21=-88, 6-7=63, 9-10=-33 Drag: 7-8=-1 Concentrated Loads (lb) Vert: 17=-200 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-15, 2-6=-65, 6-7=-65, 7-9=-58, 2-17=-20, 15-16=-20, 13-15=-20, 12-13=-20, 10-11=-20 Horz: 1-2=-19, 2-6=31, 6-7=-31, 9-10=-56 Drag: 7-8=0 Concentrated Loads (lb) Vert: 17=-200 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 2-6=-65, 6-7=-65, 7-9=-58, 2-17=-20, 15-16=-20, 13-15=-20, 12-13=-20, 10-11=-20 Horz: 1-2=19, 2-6=31, 6-7=-31, 9-10=40 Drag: 7-8=0 Concentrated Loads (lb) Vert: 17=-200 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=46, 2-6=14, 6-7=36, 7-9=19, 2-17=-6, 15-16=-6, 13-15=-6, 12-13=-6, 10-11=-6 Horz: 1-2=-54, 2-6=-22, 6-7=44, 9-10=35 Drag: 7-8=-0 Concentrated Loads (lb) Vert: 17=-200 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-6=36, 6-7=14, 7-9=52, 2-17=-6, 15-16=-6, 13-15=-6, 12-13=-6, 10-11=-6 Horz: 1-2=-33, 2-6=-44, 6-7=22, 9-10=-32 Drag: 7-8=-1 Concentrated Loads (lb) Vert: 17=-200 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 2-6=-62, 6-7=-13, 7-9=-36, 2-17=-20, 15-16=-20, 13-15=-20, 12-13=-20, 10-11=-20 Horz: 1-2=16, 2-6=28, 6-7=21, 9-10=12 Drag: 7-8=0 Concentrated Loads (lb) Vert: 17=-200 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-6=-13, 6-7=-62, 7-9=-36, 2-17=-20, 15-16=-20, 13-15=-20, 12-13=-20, 10-11=-20 Horz: 1-2=-33, 2-6=-21, 6-7=-28, 9-10=-55 Drag: 7-8=0 Concentrated Loads (lb) Vert: 17=-200 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G11 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066644 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:52 2020 Page 3 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-aL1u62yGAzfJ4TGaYBfPXrZ?mo6gIeaWZ5UF6uyChyX LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=84, 2-6=52, 6-7=52, 7-9=52, 2-17=-6, 15-16=-6, 13-15=-6, 12-13=-6, 10-11=-6 Horz: 1-2=-93, 2-6=-61, 6-7=61, 9-10=50 Drag: 7-8=-1 Concentrated Loads (lb) Vert: 17=-200 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=51, 2-6=19, 6-7=19, 7-9=19, 2-17=-6, 15-16=-6, 13-15=-6, 12-13=-6, 10-11=-6 Horz: 1-2=-60, 2-6=-28, 6-7=28, 9-10=50 Drag: 7-8=-0 Concentrated Loads (lb) Vert: 17=-200 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-6=-36, 6-7=-36, 7-9=-36, 2-17=-20, 15-16=-20, 13-15=-20, 12-13=-20, 10-11=-20 Horz: 1-2=-10, 2-6=2, 6-7=-2, 9-10=27 Drag: 7-8=0 Concentrated Loads (lb) Vert: 17=-200 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-6=-36, 6-7=-36, 7-9=-36, 2-17=-20, 15-16=-20, 13-15=-20, 12-13=-20, 10-11=-20 Horz: 1-2=-10, 2-6=2, 6-7=-2, 9-10=27 Drag: 7-8=0 Concentrated Loads (lb) Vert: 17=-200 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-6=-34, 6-7=-34, 7-9=-34, 2-17=-20, 15-16=-20, 13-15=-20, 12-13=-20, 10-11=-20 Concentrated Loads (lb) Vert: 17=-200 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-76, 2-6=-85, 6-7=-48, 7-9=-65, 2-17=-20, 15-16=-20, 13-15=-20, 12-13=-20, 10-11=-20 Horz: 1-2=12, 2-6=21, 6-7=16, 9-10=9 Drag: 7-8=0 Concentrated Loads (lb) Vert: 17=-200 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-6=-48, 6-7=-85, 7-9=-65, 2-17=-20, 15-16=-20, 13-15=-20, 12-13=-20, 10-11=-20 Horz: 1-2=-25, 2-6=-16, 6-7=-21, 9-10=-41 Drag: 7-8=0 Concentrated Loads (lb) Vert: 17=-200 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-57, 2-6=-65, 6-7=-65, 7-9=-65, 2-17=-20, 15-16=-20, 13-15=-20, 12-13=-20, 10-11=-20 Horz: 1-2=-7, 2-6=1, 6-7=-1, 9-10=20 Drag: 7-8=0 Concentrated Loads (lb) Vert: 17=-200 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-57, 2-6=-65, 6-7=-65, 7-9=-65, 2-17=-20, 15-16=-20, 13-15=-20, 12-13=-20, 10-11=-20 Horz: 1-2=-7, 2-6=1, 6-7=-1, 9-10=20 Drag: 7-8=0 Concentrated Loads (lb) Vert: 17=-200 21) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-74, 6-7=-34, 7-9=-34, 2-17=-20, 15-16=-20, 13-15=-20, 12-13=-20, 10-11=-20 Concentrated Loads (lb) Vert: 17=-200 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-34, 6-7=-74, 7-9=-74, 2-17=-20, 15-16=-20, 13-15=-20, 12-13=-20, 10-11=-20 Concentrated Loads (lb) Vert: 17=-200 23) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-64, 6-7=-34, 7-9=-34, 2-17=-20, 15-16=-20, 13-15=-20, 12-13=-20, 10-11=-20 Concentrated Loads (lb) Vert: 17=-200 Continued on page 4 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G11 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066644 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:52 2020 Page 4 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-aL1u62yGAzfJ4TGaYBfPXrZ?mo6gIeaWZ5UF6uyChyX LOAD CASE(S) Standard 24) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-34, 6-7=-64, 7-9=-64, 2-17=-20, 15-16=-20, 13-15=-20, 12-13=-20, 10-11=-20 Concentrated Loads (lb) Vert: 17=-200 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss G12 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066645 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:54:53 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-2XbGKOzuxHnAidrm6vAe3269GCRI15rgolEoeLyChyW Scale = 1:80.1 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 4x6 1.5x8 STP 1.5x8 STP 5x6 5x6 6x8 5x6 4x10 MT20HS 4x10 MT20HS 3x4 2x4 3x4 3x4 8x14 MT20HS 3x4 3x4 5x6 5x8 6x8 5x8 8-0-0 8-0-0 15-0-0 7-0-0 21-5-0 6-5-0 27-2-4 5-9-4 32-11-8 5-9-4 42-6-8 9-7-0 -1-6-0 1-6-0 8-0-0 8-0-0 15-0-0 7-0-0 21-5-0 6-5-0 27-2-4 5-9-4 32-11-8 5-9-4 37-7-4 4-7-12 42-6-8 4-11-4 0-4-35-3-711-0-115-3-34-0-04-3-116.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-5-12,Edge], [4:0-3-0,Edge], [10:0-3-0,0-3-0], [15:0-7-0,0-3-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.95 1.00 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.60 -0.98 0.48 (loc) 15-17 15-17 20 l/defl >841 >512 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 232 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 8-10: 2x4 SP No.2, 1-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 *Except* 15-16: 2x4 SP No.2, 2-16: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 10-11: 2x4 SP M 31, 6-15,9-12: 2x4 SP No.2 OTHERS 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-15, 6-15, 9-11 REACTIONS. (size)2=0-8-0, 20=0-4-8 Max Horz 2=621(LC 11) Max Uplift 2=-1124(LC 12), 20=-955(LC 12) Max Grav 2=2130(LC 17), 20=1933(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5963/3439, 3-5=-4815/2999, 5-6=-3745/2438, 6-7=-3732/2486, 7-8=-4648/2866, 8-9=-4627/2744, 11-19=-1075/1837, 10-19=-1075/1837 BOT CHORD 2-18=-3494/5609, 17-18=-3490/5603, 15-17=-2893/4544, 14-15=-2663/4186, 12-14=-3007/4841, 11-12=-1402/2136 WEBS 3-18=0/309, 3-17=-1046/661, 5-17=-191/522, 5-15=-1280/852, 6-15=-1811/2837, 7-15=-1143/802, 7-14=-193/506, 8-14=-735/442, 8-12=-2168/1430, 9-12=-1821/3099, 9-11=-2891/1826, 10-20=-2066/1230 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 21-5-0, Exterior(2) 21-5-0 to 27-2-4, Interior(1) 27-2-4 to 41-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1124, 20=955. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss GH7 Truss Type Flat Girder Qty 1 Ply 2 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066646 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:17 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-L92LMbFyHfpmaJgNWxcG265LIthUfzfCJU23UyyChy8 Scale = 1:73.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 6x8 3x4 4x6 3x4 6x8 4x10 MT20HS 5x8 4x6 3x4 3x4 3x4 3x4 3x4 4x6 5x8 4x6 4x10 MT20HS 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 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 8-8-14 8-8-14 17-2-5 8-5-6 25-7-11 8-5-6 34-1-2 8-5-6 42-10-0 8-8-14 7-4-0 7-4-0 14-4-8 7-0-8 21-5-0 7-0-8 28-5-8 7-0-8 35-6-0 7-0-8 42-10-0 7-4-0 3-10-3Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.71 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.69 -1.04 0.25 (loc) 13-14 13-14 10 l/defl >745 >491 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 438 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 2-17,8-10: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-6-1 oc bracing. WEBS 1 Row at midpt 2-17, 8-10 REACTIONS. (size)17=Mechanical, 10=Mechanical Max Horz 17=239(LC 20) Max Uplift 17=-2209(LC 8), 10=-2239(LC 8) Max Grav 17=4275(LC 26), 10=4336(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-442/338, 2-3=-8512/4395, 3-5=-12461/6432, 5-7=-12458/6430, 7-8=-8516/4396, 9-10=-484/370 BOT CHORD 16-17=-3822/7566, 14-16=-6004/11730, 13-14=-6757/13131, 11-13=-6001/11696, 10-11=-3824/7518 WEBS 2-17=-8226/4304, 2-16=-1077/2669, 3-16=-3795/2112, 3-14=-404/1249, 5-14=-856/656, 5-13=-860/658, 7-13=-406/1250, 7-11=-3786/2106, 8-11=-1073/2665, 8-10=-8231/4306 NOTES-(11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 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) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=2209, 10=2239. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 11) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) StandardContinued on page 2 December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss GH7 Truss Type Flat Girder Qty 1 Ply 2 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066646 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:17 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-L92LMbFyHfpmaJgNWxcG265LIthUfzfCJU23UyyChy8 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-74, 10-17=-20 Concentrated Loads (lb) Vert: 4=-138(F) 15=-58(F) 5=-138(F) 13=-58(F) 8=-138(F) 18=-138(F) 19=-138(F) 20=-138(F) 21=-138(F) 22=-138(F) 23=-138(F) 25=-138(F) 27=-138(F) 28=-138(F) 29=-138(F) 30=-138(F) 31=-138(F) 32=-138(F) 34=-138(F) 35=-138(F) 36=-138(F) 37=-138(F) 38=-138(F) 39=-58(F) 40=-58(F) 41=-58(F) 42=-58(F) 43=-58(F) 44=-58(F) 45=-58(F) 46=-58(F) 47=-58(F) 48=-58(F) 49=-58(F) 50=-58(F) 51=-58(F) 52=-58(F) 53=-58(F) 54=-58(F) 55=-58(F) 56=-58(F) 57=-58(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss GH7A Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066647 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:24 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-eVz_q_LLephnwOjjQvEvqbuSMi14o7DEw3ExE2yChy1 Scale = 1:78.1 1 2 3 4 5 6 7 8 9 10 11 12 13 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 1431 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 60 61 62 63 64 65 66 6x8 1.5x8 STP 1.5x8 STP 5x8 5x6 3x6 3x8 8x12 3x12 MT20HS 3x6 4x6 6x8 4x12 3x6 4x6 3x6 6x12 MT20HS 4x6 8x14 MT20HS 5x8 5x12 3x6 6x8 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED LUS24 NAILED NAILED NAILED NAILED NAILED NAILED Special 4-4-0 4-4-0 10-5-0 6-1-0 11-2-0 0-9-0 11-6-0 0-4-0 13-1-0 1-7-0 20-4-10 7-3-10 28-3-8 7-10-14 28-8-0 0-4-8 31-8-0 3-0-0 34-8-0 3-0-0 35-0-0 0-4-0 41-4-8 6-4-8 41-8-0 0-3-8 42-10-0 1-2-0 -1-6-0 1-6-0 4-4-0 4-4-0 11-2-0 6-10-0 20-4-10 9-2-10 28-8-0 8-3-6 31-8-0 3-0-0 34-8-0 3-0-0 38-6-0 3-10-0 41-4-8 2-10-8 42-10-0 1-5-8 0-4-32-6-33-10-31-8-31-4-03-10-36.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-8], [4:0-1-14,0-3-12], [5:0-4-0,Edge], [11:0-3-0,0-2-0], [18:0-2-8,0-2-8], [24:0-11-0,0-4-8], [25:0-5-4,0-2-8], [28:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.91 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.56 -0.77 0.16 (loc) 24-25 24-25 14 l/defl >688 >497 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 505 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x6 SP No.2, 5-7: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 4-31: 2x8 SP 2400F 2.0E, 32-33,8-22,10-20: 2x4 SP No.3 12-15: 2x6 SP No.2, 24-26: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 4-25,21-24,18-21: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 15-17 10-0-0 oc bracing: 27-28, 22-24, 18-20 WEBS 1 Row at midpt 4-25, 8-25 REACTIONS. (size)2=0-8-0, 14=Mechanical, 29=0-8-0 Max Horz 2=209(LC 24) Max Uplift 2=-549(LC 25), 14=-1644(LC 8), 29=-3395(LC 8) Max Grav 2=158(LC 13), 14=3075(LC 30), 29=5723(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-270/1020, 3-4=-2902/5429, 4-6=-5854/3298, 6-8=-5843/3295, 8-9=-9172/5193, 9-10=-6755/3758, 10-11=-6892/3825, 11-12=-3581/1898, 12-13=-1580/864, 13-14=-3079/1644 BOT CHORD 2-30=-940/364, 29-30=-959/376, 28-29=-3582/2003, 27-28=-21/259, 25-27=-2958/1696, 24-25=-5184/9465, 8-24=-120/422, 21-22=-194/309, 20-21=-177/253, 10-18=-509/405, 17-18=-2167/4074, 15-17=-1796/990, 12-17=-547/329 WEBS 3-30=-255/503, 4-25=-4986/9059, 6-25=-1047/794, 8-25=-3807/2171, 11-18=-1765/3324, 11-17=-1259/774, 13-15=-1120/2083, 21-24=-3088/5822, 9-21=-4156/2328, 18-21=-3016/5713, 9-24=-2533/4498, 9-18=-748/1446, 3-29=-4852/2877, 4-29=-4079/2370 NOTES-(17) 1) Special connection required to distribute bottom chord loads equally between all plies. 2) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-8-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered 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 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) All plates are 2x4 MT20 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 ALL CONCENTRATED LOADS MUST BE EQUALLY DISTRIBUTED TO EACH PLY OF THE TRUSS. December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss GH7A Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066647 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:24 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-eVz_q_LLephnwOjjQvEvqbuSMi14o7DEw3ExE2yChy1 NOTES-(17) 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) 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) except (jt=lb) 2=549, 14=1644, 29=3395. 13) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 28-3-8 from the left end to connect truss(es) to back face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 14) Fill all nail holes where hanger is in contact with lumber. 15) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 494 lb down and 398 lb up at 4-3-11 on top chord, and 389 lb down and 104 lb up at 4-4-0, and 269 lb down and 146 lb up at 41-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 17) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74, 3-11=-74, 11-13=-74, 2-28=-20, 24-27=-20, 22-23=-20, 20-22=-20, 19-20=-20, 17-18=-20, 15-16=-20, 14-15=-20 Concentrated Loads (lb) Vert: 3=-204(B) 5=-117(B) 11=-117(B) 20=-58(B) 10=-138(B) 17=-269(B) 30=-224(B) 25=-82(B) 6=-117(B) 35=-126(B) 36=-126(B) 37=-126(B) 38=49(B) 41=-117(B) 42=-117(B) 43=-117(B) 44=-117(B) 45=-117(B) 47=49(B) 48=-138(B) 49=-138(B) 50=-117(B) 51=-48(B) 52=-70(B) 53=-70(B) 54=-70(B) 55=-82(B) 56=-82(B) 57=-82(B) 58=-82(B) 59=-82(B) 60=-82(B) 61=-274(B) 62=-58(B) 63=-58(B) 64=-82(B) 65=-82(B) 66=-152(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss GH9 Truss Type Flat Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066648 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:25 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-6hXM1KMzP6peXYHw_dl8MoRds5OLXbRN9j_UmUyChy0 Scale = 1:73.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 4x6 5x8 4x6 5x8 4x6 4x6 5x8 3x6 3x6 3x4 2x4 5x8 3x6 5x8 4x6 4x6 8-7-14 8-7-14 17-1-15 8-6-2 25-8-1 8-6-2 34-2-2 8-6-2 42-10-0 8-7-14 8-7-14 8-7-14 17-1-15 8-6-2 25-8-1 8-6-2 34-2-2 8-6-2 42-10-0 8-7-14 4-10-3Plate Offsets (X,Y)-- [3:0-3-0,Edge], [6:0-3-0,Edge], [9:Edge,0-3-8], [10:0-3-8,0-2-8], [15:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.84 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.48 -0.79 0.13 (loc) 12-13 12-13 9 l/defl >999 >646 n/a L/d 240 180 n/a PLATES MT20 Weight: 234 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 1-15,2-13,4-12,7-12,8-10: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-8-2 oc bracing. WEBS 1 Row at midpt 1-16, 8-9, 1-15, 2-13, 7-12, 8-10 REACTIONS. (size)16=Mechanical, 9=Mechanical Max Horz 16=-306(LC 8) Max Uplift 16=-981(LC 12), 9=-981(LC 12) Max Grav 16=1999(LC 1), 9=1999(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1920/1275, 1-2=-3125/1930, 2-4=-4594/2753, 4-5=-4594/2753, 5-7=-4594/2753, 7-8=-3124/1930, 8-9=-1920/1275 BOT CHORD 15-16=-323/350, 13-15=-2082/3125, 12-13=-2905/4594, 10-12=-1990/3124 WEBS 1-15=-2133/3489, 2-15=-1469/1072, 2-13=-997/1666, 4-13=-619/518, 5-12=-619/512, 7-12=-997/1667, 7-10=-1469/1072, 8-10=-2133/3489 NOTES-(7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 42-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=981, 9=981. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss GH9A Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066649 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:26 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-bu4lFgMbAQxV9is6XKGNv0zp0VldG17XONj2JwyChy? Scale = 1:76.2 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 1020 23 24 25 26 27 2829 6x8 1.5x8 STP 1.5x8 STP 3x6 5x8 3x6 5x12 5x8 2x4 2x4 3x12 MT20HS 3x6 4x6 4x6 3x6 2x4 5x12 2x4 5x8 7x10 5x6 2x4 6-4-0 6-4-0 10-5-0 4-1-0 11-2-0 0-9-0 13-1-0 1-11-0 20-2-10 7-1-10 28-3-8 8-0-14 28-8-0 0-4-8 36-6-0 7-10-0 42-10-0 6-4-0 -1-6-0 1-6-0 6-4-0 6-4-0 11-2-0 4-10-0 20-2-10 9-0-10 28-8-0 8-5-6 36-6-0 7-10-0 42-10-0 6-4-0 0-4-33-6-34-10-31-8-31-4-04-10-36.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8], [8:0-5-8,0-2-4], [9:Edge,0-1-12], [12:0-3-0,0-0-0], [14:0-6-12,0-4-0], [18:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.77 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.46 0.05 (loc) 13 14-15 10 l/defl >999 >814 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 239 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-6,6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 4-20: 2x8 SP 2400F 2.0E, 20-21,7-12: 2x4 SP No.3 14-16: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 4-15,7-15: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-3 oc bracing. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 4-15, 7-15, 8-14 REACTIONS. (size)2=0-8-0, 18=0-8-0, 10=Mechanical Max Horz 2=258(LC 11) Max Uplift 2=-419(LC 12), 18=-1548(LC 12), 10=-628(LC 12) Max Grav 2=182(LC 21), 18=2670(LC 1), 10=1295(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-14/742, 3-4=-1046/1668, 4-5=-1648/1073, 5-7=-1648/1073, 7-8=-2729/1895, 8-9=-1699/1123, 9-10=-1237/912 BOT CHORD 2-19=-728/169, 18-19=-731/158, 4-18=-1798/1245, 15-17=-1417/1101, 14-15=-1678/2768 WEBS 3-19=-445/259, 3-18=-1436/1502, 4-15=-2074/3293, 5-15=-631/528, 7-15=-1216/927, 11-14=-837/1275, 8-14=-846/1467, 8-11=-351/355, 9-11=-766/1338 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 6-4-0, Exterior(2) 6-4-0 to 14-9-13, Interior(1) 14-9-13 to 36-6-0, Exterior(2) 36-6-0 to 42-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=419, 18=1548, 10=628. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss GH11A Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066650 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:06 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-A1tB2q72tHQKldLGM7vh5o8MIRvra1XanGt_c4yChyJ Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 22 27 28 29 30 31 32 33 34 35 36 5x6 1.5x8 STP 1.5x8 STP 1.5x8 STP 4x6 5x8 3x6 5x8 5x8 3x8 3x6 6x8 3x6 3x4 5x12 3x4 3x6 6-0-0 6-0-0 10-5-0 4-5-0 11-2-0 0-9-0 13-1-0 1-11-0 20-1-12 7-0-12 28-3-8 8-1-12 28-8-0 0-4-8 33-0-0 4-4-0 33-10-4 0-10-4 34-6-0 0-7-12 42-10-0 8-4-0 -1-6-0 1-6-0 6-0-0 6-0-0 8-4-0 2-4-0 11-2-0 2-10-0 20-1-12 8-11-12 28-3-8 8-1-12 33-10-4 5-6-12 34-6-0 0-7-12 42-10-0 8-4-0 44-4-0 1-6-0 0-4-34-6-35-10-30-4-35-10-36.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [7:0-3-0,Edge], [9:0-5-4,0-2-0], [13:0-2-12,0-2-8], [17:0-3-8,0-0-12], [18:0-3-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.84 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.38 0.02 (loc) 10-12 14-15 10 l/defl >999 >971 n/a L/d 240 180 n/a PLATES MT20 Weight: 248 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-7,7-9: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-20: 2x6 SP No.2, 20-21,8-22,23-24: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 5-15: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. Except: 10-0-0 oc bracing: 13-14 WEBS 1 Row at midpt 5-15, 6-13 REACTIONS. (size)2=0-8-0, 18=0-8-0, 10=0-8-0 Max Horz 2=-243(LC 10) Max Uplift 2=-420(LC 12), 18=-1533(LC 12), 10=-794(LC 12) Max Grav 2=208(LC 21), 18=2626(LC 1), 10=1465(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/671, 3-4=0/624, 4-5=-658/1217, 5-6=-1329/922, 6-8=-2159/1506, 8-9=-2156/1497, 9-10=-2174/1315 BOT CHORD 2-19=-656/118, 18-19=-743/557, 5-18=-1736/1262, 15-17=-1070/985, 14-15=-171/510, 8-13=-555/510, 12-13=-912/1804, 10-12=-911/1797 WEBS 3-19=-462/556, 4-19=-1116/589, 4-18=-939/966, 5-15=-1655/2669, 6-15=-1072/839, 9-12=-28/341, 9-13=-306/546, 13-15=-335/819, 6-13=-665/936 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 8-4-0, Exterior(2) 8-4-0 to 16-9-13, Interior(1) 16-9-13 to 34-6-0, Exterior(2) 34-6-0 to 42-11-13, Interior(1) 42-11-13 to 44-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=420, 18=1533, 10=794. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss GH13A Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066651 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:07 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-eERZGA8geaYBNnvSwrQwe?haarHxJQhk0wdX8XyChyI Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 33 5x6 1.5x8 STP 1.5x8 STP 1.5x8 STP 3x6 5x6 3x6 2x4 4x6 3x6 4x6 2x4 6x8 3x6 3x4 2x4 8x12 7x10 3x4 3x4 3x4 2x4 2x4 2x4 6-0-0 6-0-0 10-5-0 4-5-0 11-2-0 0-9-0 11-6-0 0-4-0 20-7-0 9-1-0 29-8-0 9-1-0 30-5-4 0-9-4 35-10-0 5-4-12 42-10-0 7-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 10-4-0 4-4-0 11-2-0 0-10-0 17-7-1 6-5-1 23-6-15 5-11-14 30-5-4 6-10-5 32-6-0 2-0-12 35-10-0 3-4-0 42-10-0 7-0-0 44-4-0 1-6-0 0-4-35-6-36-10-30-4-36-10-36.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [10:0-3-0,0-2-0], [15:0-2-4,0-2-12], [18:0-5-0,0-3-0], [20:0-3-0,0-0-0], [22:0-2-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.73 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.31 0.04 (loc) 17-18 17-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 270 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-20,9-17: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-7 oc bracing. Except: 10-0-0 oc bracing: 20-22, 15-17 WEBS 1 Row at midpt 6-22 REACTIONS. (size)2=0-8-0, 12=0-8-0, 22=0-8-0 Max Horz 2=-292(LC 10) Max Uplift 2=-386(LC 12), 12=-765(LC 12), 22=-1598(LC 12) Max Grav 2=205(LC 21), 12=1477(LC 18), 22=2703(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-26/702, 3-4=-711/1138, 4-5=-656/1103, 5-6=-650/1098, 6-8=-848/622, 8-9=-1681/1187, 9-10=-1687/1184, 10-11=-2291/1659, 11-12=-2268/1382 BOT CHORD 2-23=-719/217, 22-23=-719/217, 5-22=-403/388, 9-15=-361/369, 14-15=-671/1532, 12-14=-1036/1885 WEBS 3-23=-437/263, 3-22=-626/1126, 4-22=-548/412, 18-22=-11/381, 6-22=-1964/1387, 6-18=-574/938, 8-18=-960/695, 15-18=-421/1109, 8-15=-377/634, 10-15=-176/385, 10-14=-676/784, 11-14=-484/576 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 10-4-0, Exterior(2) 10-4-0 to 18-9-13, Interior(1) 18-9-13 to 32-6-0, Exterior(2) 32-6-0 to 40-11-13, Interior(1) 40-11-13 to 44-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=386, 12=765, 22=1598. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss GH15A Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066652 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:08 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-6Q?xTW8IPug2?xUfUYx9ADEldFaf2uZtFaM5gzyChyH Scale = 1:77.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 5x6 1.5x8 STP 1.5x8 STP 1.5x8 STP 4x6 5x6 3x6 3x4 4x6 2x4 2x4 2x4 3x6 3x4 2x4 6x12 MT20HS 4x6 5x6 2x4 6x8 3x4 3x4 5x8 7x10 3x4 2x4 6-0-0 6-0-0 10-8-10 4-8-10 11-0-4 0-3-10 16-9-10 5-9-6 21-5-0 4-7-6 26-0-14 4-7-14 30-5-4 4-4-6 31-8-0 1-2-12 35-10-0 4-2-0 42-10-0 7-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 11-0-4 5-0-4 12-4-0 1-3-12 16-9-10 4-5-10 21-5-0 4-7-6 26-0-14 4-7-14 30-6-0 4-5-2 35-10-0 5-4-0 42-10-0 7-0-0 44-4-0 1-6-0 0-4-36-6-30-4-34-3-142-1-142-2-46-6-36.00 12 2.50 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-0], [8:0-3-0,Edge], [10:0-3-0,0-2-0], [15:0-3-8,0-2-8], [18:0-3-0,0-2-8], [20:0-3-8,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.95 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.43 -0.72 0.19 (loc) 19-20 19-20 13 l/defl >873 >529 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 238 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-23: 2x4 SP No.1, 11-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 6-20,9-20: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 16-18 REACTIONS. (size)2=0-8-0, 13=0-8-0, 23=0-7-4 Max Horz 2=-341(LC 10) Max Uplift 2=-676(LC 12), 13=-899(LC 12), 23=-1141(LC 12) Max Grav 2=476(LC 21), 13=1657(LC 18), 23=2228(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-294/887, 3-4=-13/593, 4-5=0/623, 5-6=-2023/1644, 6-7=-4862/3264, 7-9=-4862/3264, 9-10=-3834/2646, 10-11=-3365/2439, 11-12=-3409/2348, 12-13=-2648/1789 BOT CHORD 2-24=-632/171, 23-24=-632/171, 22-23=-1932/1027, 4-22=-310/337, 20-21=-1132/2072, 19-20=-2154/3920, 18-19=-1545/2853, 13-15=-1413/2209 WEBS 3-24=-438/288, 3-23=-565/984, 5-22=-1722/856, 5-21=-1381/2304, 6-21=-1548/1040, 6-20=-1750/3069, 7-20=-303/274, 9-20=-666/1116, 9-19=-787/585, 15-18=-1580/2485, 12-18=-276/811, 12-15=-1047/769, 10-19=-763/1256, 10-18=-537/705 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 12-4-0, Exterior(2) 12-4-0 to 20-9-13, Interior(1) 20-9-13 to 30-6-0, Exterior(2) 30-6-0 to 38-11-13, Interior(1) 38-11-13 to 44-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=676, 13=899, 23=1141. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss GH17A Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066653 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:10 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-3p7huCAZxVwmEEe1bz_dFeJ3r2HdWopAiurClryChyF Scale = 1:79.4 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 24 25 26 27 28 3x6 1.5x8 STP 1.5x8 STP 1.5x8 STP 5x6 5x8 4x6 3x6 2x4 6x8 4x6 2x4 2x4 3x6 3x4 2x4 6x8 2x4 5x12 3x4 5x8 5x12 3x4 2x4 6-0-0 6-0-0 10-8-10 4-8-10 11-0-4 0-3-10 21-5-0 10-4-12 28-6-0 7-1-0 30-5-4 1-11-4 31-8-0 1-2-12 35-10-0 4-2-0 42-10-0 7-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 11-0-4 5-0-4 14-4-0 3-3-12 21-5-0 7-1-0 28-6-0 7-1-0 30-5-4 1-11-4 35-10-0 5-4-12 42-10-0 7-0-0 44-4-0 1-6-0 0-4-37-6-30-4-34-3-142-1-142-2-47-6-36.00 12 2.50 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-0], [8:0-6-0,0-2-8], [10:0-3-0,Edge], [14:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.79 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.40 -0.88 0.16 (loc) 19-20 19-20 12 l/defl >952 >432 n/a L/d 240 180 n/a PLATES MT20 Weight: 235 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 19-20: 2x4 SP No.1, 9-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 6-19: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-0-3 oc bracing. Except: 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 6-20, 6-19 REACTIONS. (size)2=0-8-0, 12=0-8-0, 21=0-7-4 Max Horz 2=-390(LC 10) Max Uplift 2=-721(LC 12), 12=-913(LC 12), 21=-1082(LC 12) Max Grav 2=547(LC 21), 12=1699(LC 18), 21=2128(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-440/965, 3-5=-162/487, 5-6=-57/476, 6-7=-3496/2506, 7-8=-3496/2506, 8-9=-2952/2116, 9-11=-3596/2483, 11-12=-2735/1809 BOT CHORD 2-22=-676/302, 21-22=-676/302, 20-21=-1815/1002, 5-20=-360/408, 19-20=-363/845, 18-19=-1408/2673, 17-18=-1876/3143, 9-17=-278/492, 12-14=-1438/2286 WEBS 3-22=-421/271, 3-21=-563/907, 6-20=-1919/952, 6-19=-1678/2903, 7-19=-590/554, 8-19=-596/1041, 8-18=-407/642, 9-18=-742/605, 14-17=-1609/2563, 11-17=-414/880, 11-14=-1104/801 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 14-4-0, Exterior(2) 14-4-0 to 22-9-13, Interior(1) 22-9-13 to 28-6-0, Exterior(2) 28-6-0 to 36-11-13, Interior(1) 36-11-13 to 44-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=721, 12=913, 21=1082. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss GH19A Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066654 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:11 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-X?g45YBBip2dsODE9hVsorsEcSaiFGDJxYblHIyChyE Scale = 1:79.4 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 22 23 24 25 26 27 4x6 1.5x8 STP 1.5x8 STP 7x10 6x12 MT20HS 4x6 3x8 2x4 2x4 5x12 2x4 2x4 2x4 3x8 3x6 6x8 7x10 5x8 7x10 3x8 2x4 6-0-0 6-0-0 11-0-4 5-0-4 21-5-0 10-4-12 30-5-4 9-0-4 32-0-0 1-6-12 35-10-0 3-10-0 42-10-0 7-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 11-0-4 5-0-4 16-4-0 5-3-12 26-6-0 10-2-0 30-5-4 3-11-4 35-10-0 5-4-12 42-10-0 7-0-0 44-4-0 1-6-0 0-4-38-6-30-4-34-3-142-1-142-1-78-6-36.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-4-12,0-1-8], [4:0-3-0,Edge], [6:0-7-12,0-3-4], [7:0-7-12,0-2-4], [9:0-3-0,Edge], [11:0-4-12,0-1-8], [13:0-3-8,0-2-8], [16:0-2-0,0-4-12], [17:0-5-10,0-2-8], [18:0-2-12,0-4-12], [20:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.99 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.46 -0.88 0.48 (loc) 15 17-18 11 l/defl >999 >573 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 263 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 6-7: 2x6 SP M 26, 1-4,9-12: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 *Except* 2-19: 2x4 SP No.2, 5-19,8-14: 2x4 SP No.3, 11-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 18-20,13-16: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-6-6 oc bracing. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 7-16 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=-437(LC 10) Max Uplift 2=-980(LC 12), 11=-1075(LC 12) Max Grav 2=2281(LC 1), 11=2197(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4085/2059, 3-5=-6032/2969, 5-6=-6100/3215, 6-7=-5693/2998, 7-8=-5773/3573, 8-10=-5743/3344, 10-11=-3875/2243 BOT CHORD 2-20=-1658/3740, 18-19=0/288, 5-18=-413/494, 17-18=-1904/4562, 16-17=-2035/4399, 8-16=-333/423, 11-13=-1820/3322 WEBS 3-20=-1576/776, 18-20=-1772/4033, 3-18=-667/1834, 6-18=-687/1679, 6-17=-752/1646, 7-17=-615/1912, 7-16=-988/1436, 13-16=-2043/3802, 10-16=-875/1849, 10-13=-1834/1073 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-12 to 4-5-4, Interior(1) 4-5-4 to 16-4-0, Exterior(2) 16-4-0 to 24-9-13, Interior(1) 24-9-13 to 26-6-0, Exterior(2) 26-6-0 to 34-11-13, Interior(1) 34-11-13 to 44-4-13 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=980, 11=1075. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard Continued on page 2 December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss GH19A Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066654 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:11 2020 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-X?g45YBBip2dsODE9hVsorsEcSaiFGDJxYblHIyChyE LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-74, 6-7=-74, 7-12=-74, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Concentrated Loads (lb) Vert: 19=-200 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-64, 6-7=-64, 7-12=-64, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Concentrated Loads (lb) Vert: 19=-200 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-34, 6-7=-34, 7-12=-34, 2-19=-40, 17-18=-40, 16-17=-40, 14-15=-40, 11-14=-40 Concentrated Loads (lb) Vert: 19=-200 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=133, 2-22=80, 6-22=54, 6-25=74, 7-25=61, 7-26=80, 11-26=54, 11-12=43, 2-19=-6, 17-18=-6, 16-17=-6, 14-15=-6, 11-14=-6 Horz: 1-2=-141, 2-22=-88, 6-22=-63, 7-26=88, 11-26=63, 11-12=51 Concentrated Loads (lb) Vert: 19=-200 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=43, 2-23=54, 6-23=80, 6-24=61, 7-24=74, 7-27=54, 11-27=80, 11-12=133, 2-19=-6, 17-18=-6, 16-17=-6, 14-15=-6, 11-14=-6 Horz: 1-2=-51, 2-23=-63, 6-23=-88, 7-27=63, 11-27=88, 11-12=141 Concentrated Loads (lb) Vert: 19=-200 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-15, 2-6=-65, 6-7=-58, 7-11=-65, 11-12=-53, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Horz: 1-2=-19, 2-6=31, 7-11=-31, 11-12=-19 Concentrated Loads (lb) Vert: 19=-200 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 2-6=-65, 6-7=-58, 7-11=-65, 11-12=-15, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Horz: 1-2=19, 2-6=31, 7-11=-31, 11-12=19 Concentrated Loads (lb) Vert: 19=-200 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=46, 2-6=14, 6-7=30, 7-11=36, 11-12=24, 2-19=-6, 17-18=-6, 16-17=-6, 14-15=-6, 11-14=-6 Horz: 1-2=-54, 2-6=-22, 7-11=44, 11-12=33 Concentrated Loads (lb) Vert: 19=-200 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-6=36, 6-7=30, 7-11=14, 11-12=46, 2-19=-6, 17-18=-6, 16-17=-6, 14-15=-6, 11-14=-6 Horz: 1-2=-33, 2-6=-44, 7-11=22, 11-12=54 Concentrated Loads (lb) Vert: 19=-200 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 2-6=-62, 6-7=-36, 7-11=-13, 11-12=-1, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Horz: 1-2=16, 2-6=28, 7-11=21, 11-12=33 Concentrated Loads (lb) Vert: 19=-200 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-6=-13, 6-7=-36, 7-11=-62, 11-12=-50, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Horz: 1-2=-33, 2-6=-21, 7-11=-28, 11-12=-16 Concentrated Loads (lb) Vert: 19=-200 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=84, 2-6=52, 6-7=52, 7-11=52, 11-12=84, 2-19=-6, 17-18=-6, 16-17=-6, 14-15=-6, 11-14=-6 Horz: 1-2=-93, 2-6=-61, 7-11=61, 11-12=93 Concentrated Loads (lb) Vert: 19=-200 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=51, 2-6=19, 6-7=19, 7-11=19, 11-12=51, 2-19=-6, 17-18=-6, 16-17=-6, 14-15=-6, 11-14=-6 Horz: 1-2=-60, 2-6=-28, 7-11=28, 11-12=60 Concentrated Loads (lb) Vert: 19=-200 Continued on page 3 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss GH19A Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066654 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:11 2020 Page 3 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-X?g45YBBip2dsODE9hVsorsEcSaiFGDJxYblHIyChyE LOAD CASE(S) Standard 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-6=-36, 6-7=-36, 7-11=-36, 11-12=-24, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Horz: 1-2=-10, 2-6=2, 7-11=-2, 11-12=10 Concentrated Loads (lb) Vert: 19=-200 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-6=-36, 6-7=-36, 7-11=-36, 11-12=-24, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Horz: 1-2=-10, 2-6=2, 7-11=-2, 11-12=10 Concentrated Loads (lb) Vert: 19=-200 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-6=-34, 6-7=-34, 7-12=-34, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Concentrated Loads (lb) Vert: 19=-200 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-76, 2-6=-85, 6-7=-65, 7-11=-48, 11-12=-39, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Horz: 1-2=12, 2-6=21, 7-11=16, 11-12=25 Concentrated Loads (lb) Vert: 19=-200 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-6=-48, 6-7=-65, 7-11=-85, 11-12=-76, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Horz: 1-2=-25, 2-6=-16, 7-11=-21, 11-12=-12 Concentrated Loads (lb) Vert: 19=-200 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-57, 2-6=-65, 6-7=-65, 7-11=-65, 11-12=-57, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Horz: 1-2=-7, 2-6=1, 7-11=-1, 11-12=7 Concentrated Loads (lb) Vert: 19=-200 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-57, 2-6=-65, 6-7=-65, 7-11=-65, 11-12=-57, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Horz: 1-2=-7, 2-6=1, 7-11=-1, 11-12=7 Concentrated Loads (lb) Vert: 19=-200 21) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-74, 6-7=-74, 7-12=-34, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Concentrated Loads (lb) Vert: 19=-200 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-34, 6-7=-74, 7-12=-74, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Concentrated Loads (lb) Vert: 19=-200 23) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-64, 6-7=-64, 7-12=-34, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Concentrated Loads (lb) Vert: 19=-200 24) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-34, 6-7=-64, 7-12=-64, 2-19=-20, 17-18=-20, 16-17=-20, 14-15=-20, 11-14=-20 Concentrated Loads (lb) Vert: 19=-200 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss HJ4B Truss Type Diagonal Hip Girder Qty 2 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066655 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:27 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-34e7S0NDxk3MnsRI52ncSDW22v5t?isgc1TbrMyChy_ Scale = 1:23.0 1 2 3 8 7 6 4 9 10 11 5 3x4 3x6 4x6 3x4 NAILED NAILED NAILED NAILED 1-0-12 1-0-12 2-0-0 0-11-4 5-7-2 3-7-2 -2-1-7 2-1-7 1-0-12 1-0-12 5-7-2 4-6-6 0-4-33-7-140-4-41-11-103-7-144.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.61 0.77 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.14 -0.06 (loc) 5-6 5-6 5 l/defl >613 >434 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-9, 5=Mechanical Max Horz 2=188(LC 8) Max Uplift 4=-133(LC 8), 2=-508(LC 8), 5=-132(LC 5) Max Grav 4=221(LC 28), 2=666(LC 28), 5=222(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-580/200 BOT CHORD 2-8=-230/462, 3-8=-196/388 NOTES-(8) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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) except (jt=lb) 4=133, 2=508, 5=132. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74, 2-8=-20, 6-7=-20, 5-6=-20 Concentrated Loads (lb) Vert: 9=5(F=-56, B=62) 11=-198(F=-168, B=-30) December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss HJ5D Truss Type Diagonal Hip Girder Qty 2 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066656 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:28 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-XGCVgMOri1BDO00VflIr_R3GHJWnk96prhC9MpyChxz Scale = 1:19.1 1 2 3 5 6 4 3x6 3x4 NAILED NAILED NAILED NAILED 7-0-2 7-0-2 -2-9-15 2-9-15 7-0-2 7-0-2 0-4-32-9-142-5-102-9-144.24 12 Plate Offsets (X,Y)-- [2:0-8-2,0-2-3], [2:0-0-0,0-0-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.47 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.14 -0.00 (loc) 2-4 2-4 3 l/defl >597 >551 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=244(LC 8) Max Uplift 3=-152(LC 8), 2=-682(LC 8), 4=-58(LC 5) Max Grav 3=224(LC 28), 2=901(LC 28), 4=206(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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 except (jt=lb) 3=152, 2=682. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74, 2-4=-20 Concentrated Loads (lb) Vert: 5=193(F=97, B=97) 6=-16(F=-8, B=-8) December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss HJ7 Truss Type Diagonal Hip Girder Qty 2 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066657 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:29 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-?TmttiPTTLJ309bhDSp4XebNfjqzTYNz4LyivFyChxy Scale = 1:25.5 1 2 3 7 6 4 8 9 10 53x6 2x4 3x4 3x6 NAILED NAILED NAILEDNAILEDNAILED NAILED 6-6-0 6-6-0 9-6-9 3-0-9 9-10-1 0-3-8 -2-1-7 2-1-7 6-6-0 6-6-0 9-10-1 3-4-1 0-4-33-9-143-5-103-9-144.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.54 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.15 0.01 (loc) 2-7 2-7 5 l/defl >923 >769 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-5-13 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=279(LC 8) Max Uplift 4=-68(LC 24), 2=-649(LC 8), 5=-405(LC 8) Max Grav 4=78(LC 13), 2=927(LC 28), 5=665(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-994/466 BOT CHORD 2-7=-565/903, 6-7=-565/903 WEBS 3-7=-356/587, 3-6=-1147/717 NOTES-(8) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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 except (jt=lb) 2=649, 5=405. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74, 2-5=-20 Concentrated Loads (lb) Vert: 8=124(F=62, B=62) 9=-49(F=-24, B=-24) 10=-262(F=-131, B=-131) December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss HJ7G Truss Type Diagonal Hip Girder Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066658 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:30 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-TfKF52P5EeRweJAtmALJ3s8Z767yC2J6I?hFRhyChxx Scale = 1:16.3 1 2 3 6 7 4 8 9 10 5 3x4 5x12 2x4 NAILED NAILED NAILED NAILED 1-0-12 1-0-12 2-8-7 1-7-11 6-0-13 3-4-6 -2-1-7 2-1-7 1-0-12 1-0-12 2-8-7 1-7-11 6-0-13 3-4-6 0-4-32-10-90-4-42-1-102-5-144.24 12 2.83 12 Plate Offsets (X,Y)-- [6:0-6-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.62 0.75 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.23 0.02 (loc) 5-6 5-6 4 l/defl >405 >296 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 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 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-9, 5=Mechanical Max Horz 2=198(LC 8) Max Uplift 4=-142(LC 8), 2=-529(LC 8), 5=-134(LC 5) Max Grav 4=223(LC 28), 2=709(LC 28), 5=230(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-204/277 NOTES-(8) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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) except (jt=lb) 4=142, 2=529, 5=134. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74, 2-6=-20, 6-7=-20, 5-6=-20 Concentrated Loads (lb) Vert: 8=5(F=62, B=-56) 10=-190(F=-24, B=-166) December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss HJC Truss Type Diagonal Hip Girder Qty 2 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066659 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:31 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-xrueINQk_yZnFTl4KtsYc3hi2WTuxWrGXfRpz8yChxw Scale = 1:17.2 1 2 3 5 6 4 2x4 NAILED NAILED NAILED NAILED 6-7-14 6-7-14 -2-1-7 2-1-7 6-7-14 6-7-14 0-4-32-8-62-4-22-8-64.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.74 0.77 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.33 -0.00 (loc) 2-4 2-4 3 l/defl >290 >227 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=211(LC 8) Max Uplift 3=-145(LC 8), 2=-503(LC 8), 4=-64(LC 4) Max Grav 3=221(LC 13), 2=667(LC 28), 4=154(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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 except (jt=lb) 3=145, 2=503. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74, 2-4=-20 Concentrated Loads (lb) Vert: 5=124(F=62, B=62) 6=-49(F=-24, B=-24) December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss VT Truss Type Valley Qty 2 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066660 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:32 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-P1S0VjRMlGietdKGubNn9HDs5woagz5PmJAMVayChxv Scale = 1:22.9 1 2 3 5 4 5x6 3x6 3x4 3x4 -2-0-12 2-0-12 1-9-12 1-9-12 3-0-13-10-156.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-8], [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.78 0.80 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 *Except* 3-4: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=1-9-12, 4=1-9-12 Max Horz 5=282(LC 9) Max Uplift 5=-309(LC 8), 4=-344(LC 11) Max Grav 5=492(LC 18), 4=239(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-339/617, 3-4=-252/303 NOTES-(6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=309, 4=344. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss VT1 Truss Type Valley Qty 2 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066661 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:33 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-tE0Oj3S_WZqVVnvSSIu0hUm2kKE2PQLY?zwv20yChxu Scale = 1:17.7 1 2 3 5 4 4x6 4x6 2x4 3x4 -2-0-12 2-0-12 1-9-12 1-9-12 2-0-12-10-156.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.72 0.40 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.03 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=1-9-12, 4=1-9-12 Max Horz 5=214(LC 9) Max Uplift 5=-275(LC 12), 4=-162(LC 9) Max Grav 5=365(LC 1), 4=106(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-334/589 NOTES-(6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=275, 4=162. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss VT2 Truss Type Valley Qty 2 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066662 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:34 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-MQZmwPScHtyM6xUe?0PFEiIMHke58tbiDdfTaSyChxt Scale = 1:12.8 1 2 4 3 2x4 2x4 2x4 2x4 1-9-12 1-9-12 1-0-101-11-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=1-9-12, 3=1-9-12 Max Horz 4=113(LC 9) Max Uplift 4=-29(LC 12), 3=-83(LC 9) Max Grav 4=97(LC 18), 3=109(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss VT3 Truss Type Valley Qty 2 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066663 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:35 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-qc788lTE2B4Dk42rZjwUmvrZq70OtKrrSHP06vyChxs Scale = 1:7.6 1 2 3 2x4 1-9-12 1-9-12 0-0-40-11-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-10-8, 2=1-10-8, 3=1-10-8 Max Horz 1=39(LC 12) Max Uplift 1=-20(LC 12), 2=-43(LC 12) Max Grav 1=64(LC 17), 2=58(LC 17), 3=26(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss VT4 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066664 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:36 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-IphWL5UspUC4MEd17RRjJ7Of8XI1ckb?hx8aeLyChxr Scale = 1:23.4 1 2 3 5 4 6 2x4 2x4 2x4 2x4 2x4 7-8-0 7-8-0 0-0-43-10-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.19 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-7-8, 4=7-7-8, 5=7-7-8 Max Horz 1=263(LC 11) Max Uplift 1=-20(LC 13), 4=-89(LC 9), 5=-255(LC 12) Max Grav 1=141(LC 18), 4=174(LC 17), 5=459(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-435/252 WEBS 2-5=-368/535 NOTES-(6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 7-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=255. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss VT5 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066665 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:36 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-IphWL5UspUC4MEd17RRjJ7OYnXECcm4?hx8aeLyChxr Scale = 1:17.4 1 2 3 2x4 2x4 2x4 5-8-0 5-8-0 0-0-42-10-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.80 0.50 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-7-8, 3=5-7-8 Max Horz 1=187(LC 9) Max Uplift 1=-106(LC 12), 3=-120(LC 9) Max Grav 1=238(LC 17), 3=275(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-250/375 NOTES-(6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=106, 3=120. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss VT6 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066666 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:37 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-m?FvZRVUaoKxzOCDh8zyrKwr_xfnLDK8vbu7BnyChxq Scale: 1"=1' 1 2 3 2x4 2x4 2x4 3-8-0 3-8-0 0-0-41-10-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-7-8, 3=3-7-8 Max Horz 1=111(LC 9) Max Uplift 1=-63(LC 12), 3=-71(LC 9) Max Grav 1=141(LC 17), 3=163(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss VT7 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066667 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:37 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-m?FvZRVUaoKxzOCDh8zyrKwvaxh?LDK8vbu7BnyChxq Scale = 1:6.9 1 2 3 2x4 1-8-0 1-8-0 0-0-40-10-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-7-8, 2=1-7-8, 3=1-7-8 Max Horz 1=32(LC 12) Max Uplift 1=-16(LC 12), 2=-35(LC 12) Max Grav 1=52(LC 17), 2=47(LC 17), 3=21(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss VT8 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066668 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:38 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-EBpHmnW7L6SobYnQErUBOYTtHLwg4gaI8FdgjEyChxp Scale = 1:17.4 1 2 3 2x4 2x4 2x4 5-8-0 5-8-0 0-0-42-10-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.80 0.50 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-7-8, 3=5-7-8 Max Horz 1=187(LC 11) Max Uplift 1=-106(LC 12), 3=-120(LC 9) Max Grav 1=238(LC 17), 3=275(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-250/375 NOTES-(6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=106, 3=120. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss VT9 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066669 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:38 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-EBpHmnW7L6SobYnQErUBOYT?kL?04gaI8FdgjEyChxp Scale: 1"=1' 1 2 3 2x4 2x4 2x4 3-8-0 3-8-0 0-0-41-10-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-7-8, 3=3-7-8 Max Horz 1=111(LC 9) Max Uplift 1=-63(LC 12), 3=-71(LC 9) Max Grav 1=141(LC 17), 3=163(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2524681_DELACH_RES Truss VT10 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2524681 DELACH RES Job Reference (optional) T22066670 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 10:55:34 2020 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Gaw99uMBguPBmJEAsYSNGpyD?FI-MQZmwPScHtyM6xUe?0PFEiIOKkgI8tbiDdfTaSyChxt Scale = 1:6.9 1 2 3 2x4 1-8-0 1-8-0 0-0-40-10-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-7-8, 2=1-7-8, 3=1-7-8 Max Horz 1=32(LC 12) Max Uplift 1=-16(LC 12), 2=-35(LC 12) Max Grav 1=52(LC 17), 2=47(LC 17), 3=21(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 3,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 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