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HomeMy WebLinkAboutAPPROVED, SEALED TRUSS ENGINEERING6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2861855_BECKLING_RES - RJM Custom Homes_2861855_BECKLING RES Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 170 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 91 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: 2861855_BECKLING RES Subdivision: - Address: 1621 TIMBERLAKE DR, - State: FLCity: FORT PIERCE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: November 19,2021 Velez, Joaquin 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. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. 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 T26034980 A Date 11/19/212T26034981A111/19/213T26034982A211/19/214T26034983A311/19/215T26034984A411/19/216T26034985A511/19/217T26034986A611/19/218T26034987A711/19/219T26034988A811/19/2110T26034989A911/19/2111T26034990A1011/19/2112T26034991AH711/19/2113T26034992AH7A11/19/2114T26034993AH911/19/2115T26034994AH9A11/19/2116T26034995AH1111/19/2117T26034996AH11A11/19/2118T26034997AH1311/19/2119T26034998AH13A11/19/2120T26034999AH1511/19/2121T26035000AH15A11/19/2122T26035001AH1711/19/21 No.Seal#Truss Name 23 T26035002 AH17A Date 11/19/2124T26035003AH1911/19/2125T26035004AH19A11/19/2126T26035005AH2111/19/2127T26035006AH21A11/19/2128T26035007B11/19/2129T26035008BGR11/19/2130T26035009BH711/19/2131T26035010BH911/19/2132T26035011BH1111/19/2133T26035012BH1311/19/2134T26035013C11/19/2135T26035014CGR11/19/2136T26035015CH711/19/2137T26035016CH911/19/2138T26035017CJ111/19/2139T26035018CJ311/19/2140T26035019CJ3B11/19/2141T26035020CJ511/19/2142T26035021CJ5B11/19/2143T26035022CJ5C11/19/2144T26035023CJ711/19/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2861855_BECKLING_RES - RJM Custom Homes_2861855_BECKLING RES 2 of 2 Site Information: Lot/Block: - Customer Info: RJM CUSTOM HOMES Project Name: - Model: 2861855_BECKLING RES Subdivision: - Address: 1621 TIMBERLAKE DR, - State: FLCity: FORT PIERCE No.Seal#Truss Name 45 T26035024 CJ9 Date 11/19/2146T26035025CJD11/19/2147T26035026CJD111/19/2148T26035027CJD211/19/2149T26035028CJD311/19/2150T26035029CJG11/19/2151T26035030CJG111/19/2152T26035031CJG211/19/2153T26035032DGR11/19/2154T26035033DH411/19/2155T26035034EJ4D11/19/2156T26035035EJ6G11/19/2157T26035036EJ711/19/2158T26035037EJ7A11/19/2159T26035038EJ7A111/19/2160T26035039EJ7A211/19/2161T26035040EJ7B11/19/2162T26035041G11/19/2163T26035042G111/19/2164T26035043G211/19/2165T26035044GH611/19/2166T26035045HJ4D11/19/2167T26035046HJ711/19/2168T26035047HJ7A11/19/2169T26035048HJ7B11/19/2170T26035049HJD11/19/2171T26035050HJG11/19/2172T26035051HJG111/19/2173T26035052MTGE11/19/2174T26035053MTGE111/19/2175T26035054PB11/19/2176T26035055VT11/19/2177T26035056VT111/19/2178T26035057VT211/19/2179T26035058VT311/19/2180T26035059VT411/19/2181T26035060VT511/19/2182T26035061VT611/19/2183T26035062VT711/19/2184T26035063VT811/19/2185T26035064VT911/19/2186T26035065VT1011/19/2187T26035066VT1111/19/2188T26035067VT1211/19/2189T26035068VT1311/19/2190T26035069VT1411/19/2191T26035070VT1511/19/21 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss A Truss Type PIGGYBACK BASE Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034980 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:32:39 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-BeD73BbSeoNkCBr?7hHBTsEHI_PgovQvHBZ2MLyHy0s Scale = 1:65.3 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 19 20 21 22 23 24 4x6 4x6 5x8 3x6 4x6 2x4 2x4 2x4 3x4 3x4 2x4 5x12 5x8 3x4 3x4 3x6 5x6 2x4 8-0-0 8-0-0 15-10-4 7-10-4 17-0-0 1-1-12 19-7-0 2-7-0 26-1-12 6-6-12 33-0-0 6-10-4 8-0-0 8-0-0 15-0-0 7-0-0 15-10-4 0-10-4 17-0-0 1-1-12 19-7-0 2-7-0 26-1-12 6-6-12 33-0-0 6-10-4 0-4-37-10-39-10-33-1-112-0-09-10-36.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [6:0-6-0,0-2-8], [15:0-2-3,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.80 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.46 0.11 (loc) 15-17 15-17 9 l/defl >999 >846 n/a L/d 240 180 n/a PLATES MT20 Weight: 218 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 1-16: 2x4 SP No.1, 5-13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-7-4 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 4-7-7 oc bracing. Except: 1 Row at midpt 5-15 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 2-15, 6-12, 7-12 REACTIONS. (size)1=Mechanical, 9=Mechanical Max Horz 1=505(LC 11) Max Uplift 1=-747(LC 12), 9=-754(LC 12) Max Grav 1=1493(LC 17), 9=1485(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2668/1648, 2-4=-1647/1224, 4-5=-1542/1250, 5-6=-1533/1248, 6-7=-1438/1132, 7-8=-1567/1040, 8-9=-1384/940 BOT CHORD 1-17=-1511/2563, 15-17=-1511/2563, 10-12=-839/1277 WEBS 2-17=0/397, 2-15=-1094/730, 4-15=-256/543, 12-15=-864/1687, 6-15=-692/1393, 6-12=-925/456, 7-12=-290/262, 7-10=-316/375, 8-10=-809/1312 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 15-0-0, Exterior(2E) 15-0-0 to 19-7-0, Exterior(2R) 19-7-0 to 28-0-13, Interior(1) 28-0-13 to 32-10-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 747 lb uplift at joint 1 and 754 lb uplift at joint 9. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss A1 Truss Type PIGGYBACK BASE Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034981 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:32:42 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-cDuGhCdKwjlJ3faappru4UsnQBRI?K5L_9nizfyHy0p Scale = 1:63.1 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 4x6 1.5x8 STP 5x8 4x6 4x6 3x6 3x4 3x4 3x6 3x12 MT20HS 3x4 2x4 3x4 3x8 3x4 4x6 3x4 8-0-0 8-0-0 15-0-0 7-0-0 19-7-0 4-7-0 25-4-12 5-9-12 31-8-0 6-3-4 32-3-0 0-7-0 33-0-0 0-9-0 8-0-0 8-0-0 15-0-0 7-0-0 19-7-0 4-7-0 25-4-12 5-9-12 31-8-0 6-3-4 33-0-0 1-4-0 0-4-37-10-30-5-110-8-07-10-36.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [4:0-6-0,0-2-8], [7:0-2-0,0-1-8], [8:0-0-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.80 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.22 -0.28 0.08 (loc) 1-17 1-17 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 185 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-11: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-0-13 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 4-1-2 oc bracing. Except: 10-0-0 oc bracing: 9-11 WEBS 1 Row at midpt 2-15, 4-14 REACTIONS. (size)8=0-8-0, 1=Mechanical Max Horz 1=-356(LC 10) Max Uplift 8=-746(LC 12), 1=-750(LC 12) Max Grav 8=1219(LC 1), 1=1210(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2207/1649, 2-4=-1549/1298, 4-5=-1266/1233, 5-6=-1487/1280, 6-7=-1765/1371, 7-8=-1790/1355 BOT CHORD 1-17=-1392/2067, 15-17=-1392/2067, 14-15=-795/1347, 12-14=-1065/1517, 11-12=-801/1022, 8-9=-1080/1435 WEBS 2-17=0/339, 2-15=-839/692, 4-15=-296/509, 4-14=-275/195, 5-14=-293/400, 6-14=-466/410, 7-12=-320/518 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 15-0-0, Exterior(2E) 15-0-0 to 19-7-0, Exterior(2R) 19-7-0 to 28-0-13, Interior(1) 28-0-13 to 32-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 746 lb uplift at joint 8 and 750 lb uplift at joint 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss A2 Truss Type PIGGYBACK BASE Qty 3 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034982 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:32:46 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-U_8mXagr_yGlYGtM2fvqFK1TFpo1x8Pxunlv6RyHy0l Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 4x6 1.5x8 STP 5x8 4x6 3x4 3x6 3x4 3x4 3x6 3x12 MT20HS 4x6 3x4 2x4 3x4 3x8 3x4 4x6 3x4 8-0-0 8-0-0 15-0-0 7-0-0 19-7-0 4-7-0 25-4-12 5-9-12 31-8-0 6-3-4 32-3-0 0-7-0 33-0-0 0-9-0 8-0-0 8-0-0 15-0-0 7-0-0 19-7-0 4-7-0 25-4-12 5-9-12 31-8-0 6-3-4 33-0-0 1-4-0 35-0-0 2-0-0 0-4-37-10-30-5-110-8-07-10-36.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [4:0-6-0,0-2-8], [8:0-1-8,0-1-8], [9:0-0-13,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.82 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.29 0.08 (loc) 1-19 1-19 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 189 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-13: 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-0-15 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 4-1-9 oc bracing. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 2-17, 4-16 REACTIONS. (size)1=Mechanical, 9=0-8-0 Max Horz 1=-384(LC 10) Max Uplift 1=-745(LC 12), 9=-957(LC 12) Max Grav 1=1212(LC 17), 9=1356(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2215/1632, 2-4=-1547/1287, 4-5=-1259/1227, 5-7=-1479/1269, 7-8=-1741/1354, 8-9=-1597/1136 BOT CHORD 1-19=-1281/2106, 17-19=-1281/2106, 16-17=-704/1371, 14-16=-1005/1496, 13-14=-647/933, 8-11=-119/310, 9-11=-822/1297 WEBS 2-19=0/341, 2-17=-855/704, 4-17=-301/516, 4-16=-275/191, 5-16=-270/400, 7-16=-447/397, 8-14=-393/582 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) 0-0-12 to 6-0-12, Interior(1) 6-0-12 to 15-0-0, Exterior(2E) 15-0-0 to 19-7-0, Exterior(2R) 19-7-0 to 28-0-13, Interior(1) 28-0-13 to 35-0-13 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 745 lb uplift at joint 1 and 957 lb uplift at joint 9. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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."November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss A3 Truss Type PIGGYBACK BASE Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034983 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:32:48 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-RNFXyGi5WZWSna1k94yIKl6pxcVHPy4EM5E0BJyHy0j Scale = 1:61.7 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 4x6 1.5x8 STP 1.5x8 STP 5x8 5x8 6x8 5x12 2x4 3x6 3x4 3x4 2x4 3x4 3x8 3x6 3x6 4x6 8-0-0 8-0-0 15-0-0 7-0-0 19-7-0 4-7-0 27-4-0 7-9-0 32-8-8 5-4-8 8-0-0 8-0-0 15-0-0 7-0-0 19-7-0 4-7-0 27-4-0 7-9-0 32-8-8 5-4-8 0-4-33-11-117-10-33-11-113-0-07-10-36.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [4:0-6-0,0-2-8], [5:0-5-0,0-2-0], [7:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.77 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.30 0.08 (loc) 1-14 9-11 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 185 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-8: 2x4 SP No.2 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-6-8 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 4-0-13 oc bracing. WEBS 1 Row at midpt 2-12, 4-11, 6-11 REACTIONS. (size)1=0-8-0, 16=0-4-8 Max Horz 1=425(LC 11) Max Uplift 1=-736(LC 12), 16=-730(LC 12) Max Grav 1=1205(LC 17), 16=1160(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2153/1670, 2-4=-1516/1330, 4-5=-1253/1278, 5-6=-1489/1266, 6-7=-1429/1205 BOT CHORD 1-14=-1765/2007, 12-14=-1765/2007, 11-12=-1177/1316, 9-11=-1234/1465 WEBS 2-14=0/337, 2-12=-805/682, 4-12=-295/480, 4-11=-251/215, 5-11=-162/368, 6-11=-351/312, 6-9=-905/889, 7-9=-1319/1651, 7-16=-1316/1029 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 15-0-0, Exterior(2E) 15-0-0 to 19-7-0, Exterior(2R) 19-7-0 to 25-7-0, Interior(1) 25-7-0 to 32-1-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 736 lb uplift at joint 1 and 730 lb uplift at joint 16. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss A4 Truss Type PIGGYBACK BASE Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034984 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:32:51 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-ryxfaHk_pUu1e1mJqCV?yOkLiqWZcMfg22TgneyHy0g Scale = 1:57.0 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 17 18 19 20 4x6 1.5x8 STP 1.5x8 STP 4x6 5x6 4x6 5x8 3x8 3x6 3x4 3x4 2x4 3x4 2x4 5x12 6x8 2x4 2x4 4x6 8-0-0 8-0-0 15-0-0 7-0-0 23-0-0 8-0-0 24-3-0 1-3-0 29-8-8 5-5-8 8-0-0 8-0-0 15-0-0 7-0-0 19-7-0 4-7-0 23-0-0 3-5-0 24-3-0 1-3-0 25-4-0 1-1-0 29-8-8 4-4-8 0-4-34-11-117-10-32-11-113-0-02-0-07-10-36.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [4:0-3-4,0-2-0], [5:0-3-0,0-2-0], [8:0-3-0,0-3-0], [10:0-2-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.73 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.25 0.06 (loc) 1-15 1-15 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 184 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-12: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-7 max.): 4-5, 7-8. BOT CHORD Rigid ceiling directly applied or 4-2-10 oc bracing. Except: 10-0-0 oc bracing: 10-12 WEBS 1 Row at midpt 2-13, 5-13, 10-13 REACTIONS. (size)1=0-8-0, 18=0-4-8 Max Horz 1=297(LC 9) Max Uplift 1=-652(LC 12), 18=-667(LC 12) Max Grav 1=1119(LC 17), 18=1072(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1924/1468, 2-4=-1294/1120, 4-5=-1075/1128, 5-6=-1663/1491, 6-7=-1669/1389, 9-17=-750/963, 8-17=-750/963 BOT CHORD 1-15=-1579/1808, 13-15=-1579/1808, 6-10=-211/263, 9-10=-1252/1466 WEBS 2-15=0/317, 2-13=-800/691, 4-13=-137/331, 10-13=-988/1092, 5-10=-520/692, 7-9=-1543/1314, 8-18=-1106/885 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 15-0-0, Exterior(2E) 15-0-0 to 25-4-0, Interior(1) 25-4-0 to 29-1-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 18 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 652 lb uplift at joint 1 and 667 lb uplift at joint 18. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss A5 Truss Type PIGGYBACK BASE Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034985 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:32:52 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-J8V2ndlcao0uGBLVOv0EUbGXBDtdLs_pHiCEK4yHy0f Scale = 1:59.3 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 17 1819 20 21 4x6 1.5x8 STP 1.5x8 STP 4x6 5x8 3x8 3x6 3x4 3x4 3x4 2x4 5x12 6x8 5x6 4x6 2x4 2x4 4x6 8-0-0 8-0-0 15-0-0 7-0-0 23-4-0 8-4-0 24-3-0 0-11-0 29-8-8 5-5-8 -2-0-0 2-0-0 8-0-0 8-0-0 15-0-0 7-0-0 19-7-0 4-7-0 23-4-0 3-9-0 24-3-0 0-11-0 29-8-8 5-5-8 0-4-35-11-117-10-33-11-113-0-02-0-07-10-36.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [5:0-3-4,0-2-0], [6:0-3-0,0-2-0], [8:0-3-0,0-3-0], [10:0-5-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.68 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.27 0.07 (loc) 13-15 12-13 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 189 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-1 max.): 5-6, 7-8. BOT CHORD Rigid ceiling directly applied or 4-6-11 oc bracing. Except: 10-0-0 oc bracing: 10-12 WEBS 1 Row at midpt 3-13, 6-13, 10-13, 7-9 REACTIONS. (size)2=0-8-0, 18=0-4-8 Max Horz 2=394(LC 12) Max Uplift 2=-854(LC 12), 18=-669(LC 12) Max Grav 2=1267(LC 17), 18=1061(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1889/1398, 3-5=-1280/1080, 5-6=-1069/1093, 6-7=-1736/1507, 9-17=-701/901, 8-17=-701/901 BOT CHORD 2-15=-1572/1764, 13-15=-1572/1764, 9-10=-1335/1548 WEBS 3-15=0/310, 3-13=-761/650, 5-13=-88/327, 10-13=-1033/1080, 6-10=-524/733, 7-9=-1636/1395, 8-18=-1077/876 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 to 15-0-0, Exterior(2E) 15-0-0 to 23-4-0, Interior(1) 23-4-0 to 29-1-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 18 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 854 lb uplift at joint 2 and 669 lb uplift at joint 18. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss A6 Truss Type PIGGYBACK BASE Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034986 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:32:54 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-FXdoCJms5PGcVVUuWK3iZ0Msh1X8pfa6k0hKOzyHy0d Scale = 1:59.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 19 2021 22 23 24 25 26 27 28 3x8 MT20HS 1.5x8 STP 4x6 6x12 MT20HS 5x8 5x8 3x4 3x6 3x6 4x6 3x6 4x6 3x4 5x12 5x8 5x6 2x4 2x4 4x6 0-11-10 0-11-10 1-5-5 0-5-10 8-2-10 6-9-6 15-0-0 6-9-6 21-8-2 6-8-2 24-3-0 2-6-14 29-8-8 5-5-8 -2-0-0 2-0-0 1-5-5 1-5-5 8-2-10 6-9-6 15-0-0 6-9-6 19-7-0 4-7-0 21-8-2 2-1-2 24-3-0 2-6-14 29-8-8 5-5-8 0-4-36-9-107-10-34-9-103-0-02-0-07-10-36.00 12 Plate Offsets (X,Y)-- [6:0-3-8,0-2-4], [7:0-8-8,0-1-12], [9:0-3-0,0-3-0], [11:0-6-4,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.80 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.46 0.42 -0.07 (loc) 10-11 10-11 20 l/defl >733 >799 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 206 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 8-13: 2x4 SP No.3, 10-11: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 8-10: 2x4 SP No.2 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-5 max.): 6-7, 8-9. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 7-8-0 oc bracing: 11-13 WEBS 1 Row at midpt 3-16, 7-14, 11-14, 7-11, 8-10 REACTIONS. (size)17=0-11-5, 20=0-4-8 Max Horz 17=531(LC 12) Max Uplift 17=-1533(LC 12), 20=-1235(LC 12) Max Grav 17=1282(LC 1), 20=1037(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-346/278, 3-5=-1548/3741, 5-6=-1182/2896, 6-7=-983/2753, 7-8=-1562/3887, 8-9=-150/343, 10-19=-2322/833, 9-19=-2322/833 BOT CHORD 2-17=-189/361, 16-17=-1097/316, 14-16=-4046/1314, 13-14=-253/12, 11-13=-318/230, 10-11=-3537/1401 WEBS 3-17=-1176/2232, 3-16=-2969/1389, 5-16=-497/178, 5-14=-407/1185, 6-14=-833/298, 7-14=-328/337, 11-14=-3097/1149, 7-11=-1862/792, 8-10=-1462/3701, 9-20=-1048/2555 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 to 15-0-0, Exterior(2E) 15-0-0 to 21-8-2, Interior(1) 21-8-2 to 29-1-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Bearing at joint(s) 20 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 1533 lb uplift at joint 17 and 1235 lb uplift at joint 20. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss A7 Truss Type PIGGYBACK BASE Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034987 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:32:56 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-CvkYd?o6d1WKloeHdl5AfRRA_q9dHa0PCKARTryHy0b Scale = 1:59.4 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 19 2021 22 23 24 25 4x6 1.5x8 STP 4x6 5x6 5x8 5x8 3x4 3x6 3x8 MT20HS 5x6 3x6 5x6 3x4 6x12 MT20HS 4x12 6x8 2x4 2x4 4x6 2-0-0 2-0-0 2-5-11 0-5-11 8-8-13 6-3-3 15-0-0 6-3-3 22-8-8 7-8-8 24-3-0 1-6-8 29-8-8 5-5-8 -2-0-0 2-0-0 2-5-11 2-5-11 8-8-13 6-3-3 15-0-0 6-3-3 19-7-0 4-7-0 22-8-8 3-1-8 24-3-0 1-6-8 29-8-8 5-5-8 0-4-36-3-77-10-34-3-73-0-02-0-07-10-36.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-3-8,0-2-0], [7:0-4-0,0-2-8], [9:0-3-0,0-3-0], [11:0-9-12,0-2-0], [14:0-5-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.99 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.38 0.35 -0.07 (loc) 13-14 13-14 20 l/defl >854 >930 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 207 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-13: 2x6 SP No.2, 10-11: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 8-10: 2x4 SP No.2 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-13 max.): 6-7, 8-9. BOT CHORD Rigid ceiling directly applied. Except: 9-5-0 oc bracing: 11-13 WEBS 1 Row at midpt 3-16, 7-14, 11-14, 7-11, 8-10 REACTIONS. (size)17=0-11-5, 20=0-4-8 Max Horz 17=500(LC 12) Max Uplift 17=-1601(LC 12), 20=-1173(LC 12) Max Grav 17=1326(LC 1), 20=975(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-859/417, 3-5=-1250/3143, 5-6=-1066/2717, 6-7=-882/2568, 7-8=-1450/3708, 8-9=-149/350, 10-19=-2245/801, 9-19=-2245/801 BOT CHORD 2-17=-353/929, 16-17=-507/370, 14-16=-3460/1054, 13-14=-529/93, 11-13=-441/219, 10-11=-3429/1334 WEBS 3-17=-1230/2470, 3-16=-3051/1393, 5-16=-261/137, 5-14=-244/773, 6-14=-778/265, 11-14=-2441/906, 7-11=-1641/644, 8-10=-1396/3595, 9-20=-988/2452 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 to 15-0-0, Exterior(2E) 15-0-0 to 22-8-8, Interior(1) 22-8-8 to 29-1-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Bearing at joint(s) 20 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 1601 lb uplift at joint 17 and 1173 lb uplift at joint 20. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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."November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss A8 Truss Type PIGGYBACK BASE Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034988 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:32:57 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-g6IwrLplOKeBNyDTBScPBf_OxEWy0?EZQ_w??IyHy0a Scale = 1:59.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 18 1920 21 22 23 24 25 26 27 3x4 1.5x8 STP 1.5x8 STP 4x6 5x6 5x6 5x8 5x8 3x6 4x6 4x10 MT20HS 2x4 6x8 5x8 4x6 8x14 MT20HS 2x4 2x4 4x6 6-10-0 6-10-0 7-2-0 0-4-0 15-0-0 7-10-0 19-7-0 4-7-0 22-6-0 2-11-0 24-3-0 1-9-0 29-8-8 5-5-8 -2-0-0 2-0-0 7-2-0 7-2-0 15-0-0 7-10-0 19-7-0 4-7-0 22-6-0 2-11-0 24-3-0 1-9-0 24-8-8 0-5-8 29-8-8 5-0-0 0-4-35-3-77-10-33-3-73-0-02-0-07-10-36.00 12 Plate Offsets (X,Y)-- [5:0-3-8,0-2-4], [6:0-3-0,0-2-0], [9:0-3-0,0-3-0], [11:0-2-12,0-2-12], [13:0-5-0,0-1-12], [14:0-6-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.92 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.31 0.29 -0.03 (loc) 10-11 10-11 19 l/defl >859 >934 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 190 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6, 8-9. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 3-10-0 oc bracing: 11-13 WEBS 1 Row at midpt 3-14, 6-14, 11-14, 6-11 REACTIONS. (size)16=0-8-0, 19=0-4-8 Max Horz 16=526(LC 12) Max Uplift 16=-1948(LC 12), 19=-825(LC 12) Max Grav 16=1605(LC 1), 19=719(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1799/825, 3-5=-526/1425, 5-6=-391/1415, 6-7=-953/2554, 7-8=-976/2519, 8-9=-140/357, 10-18=-1650/596, 9-18=-1650/596 BOT CHORD 2-16=-646/1830, 14-16=-646/1087, 13-14=-315/22, 11-13=-393/210, 10-11=-2262/911 WEBS 3-16=-1428/2818, 3-14=-2487/1105, 5-14=-299/163, 6-14=-388/686, 11-14=-1632/575, 6-11=-1528/612, 8-10=-931/2265, 9-19=-738/1821 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 to 15-0-0, Exterior(2E) 15-0-0 to 24-8-8, Interior(1) 24-8-8 to 29-1-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Bearing at joint(s) 19 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 1948 lb uplift at joint 16 and 825 lb uplift at joint 19. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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."November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss A9 Truss Type PIGGYBACK BASE Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034989 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:32:59 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-cUQhF0q?wyuvcGNrItetG43im2BMUuqruIP54AyHy0Y Scale = 1:74.0 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 20 21 22 23 24 25 26 27 28 4x6 1.5x8 STP 1.5x8 STP 5x8 5x6 6x12 MT20HS 5x12 4x6 3x6 5x6 WB 3x4 2x4 5x8 4x6 3x6 5x8 3x4 5x8 5x8 2x4 6x8 6-10-0 6-10-0 7-2-0 0-4-0 15-0-0 7-10-0 19-7-0 4-7-0 25-4-12 5-9-12 26-5-0 1-0-4 31-3-3 4-10-3 36-8-11 5-5-8 -2-0-0 2-0-0 7-2-0 7-2-0 15-0-0 7-10-0 19-7-0 4-7-0 25-4-12 5-9-12 26-8-8 1-3-12 31-3-3 4-6-11 36-8-11 5-5-8 0-4-37-10-34-3-79-10-36-3-73-0-09-10-36.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [5:0-5-8,0-2-4], [6:0-3-8,0-2-4], [7:0-3-12,0-3-4], [9:0-5-0,0-3-0], [14:0-6-4,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.99 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.53 0.48 -0.18 (loc) 14-15 14-15 21 l/defl >667 >730 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* 6-7,1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-17: 2x4 SP No.1, 7-12: 2x4 SP No.3, 14-17: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 9-10: 2x4 SP M 31, 3-18: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 9-20: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-6, 7-9. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 10-20, 5-15, 7-15, 11-14, 8-14, 8-10 2 Rows at 1/3 pts 3-16 REACTIONS. (size)18=0-8-0, 21=0-6-4 Max Horz 18=559(LC 11) Max Uplift 18=-2247(LC 12), 21=-1147(LC 12) Max Grav 18=1830(LC 1), 21=983(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1777/822, 3-5=-786/2105, 5-6=-880/2501, 6-7=-1068/2667, 7-8=-1659/4023, 8-9=-166/310, 10-20=-2264/901, 9-20=-2264/901 BOT CHORD 2-18=-643/1811, 16-18=-712/1443, 15-16=-2301/629, 14-15=-4597/1677, 7-14=-307/478, 10-11=-1854/743 WEBS 3-18=-1647/3434, 3-16=-3196/1354, 5-16=-450/690, 5-15=-1385/572, 6-15=-820/249, 7-15=-937/2276, 11-14=-2141/782, 8-14=-3045/1194, 8-11=-264/321, 8-10=-1073/2547, 9-21=-1076/2488 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 to 15-0-0, Exterior(2E) 15-0-0 to 19-7-0, Exterior(2R) 19-7-0 to 25-7-0, Interior(1) 25-7-0 to 35-11-11 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2247 lb uplift at joint 18 and 1147 lb uplift at joint 21. Continued on page 2 November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss A9 Truss Type PIGGYBACK BASE Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034989 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:32:59 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-cUQhF0q?wyuvcGNrItetG43im2BMUuqruIP54AyHy0Y NOTES-(11) 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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." Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss A10 Truss Type PIGGYBACK BASE Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034990 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:32:44 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-Yc006ufbSL01JyjzwEtMAvx9u?6ST6peRTGp2YyHy0n Scale = 1:72.3 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 4x6 1.5x8 STP 1.5x8 STP 5x8 5x6 3x8 MT20HS 4x6 5x8 5x6 2x4 2x4 5x8 5x8 3x12 MT20HS 4x6 4x12 3x8 5x8 3x6 2x4 6-10-0 6-10-0 7-2-0 0-4-0 15-0-0 7-10-0 19-7-0 4-7-0 25-4-12 5-9-12 27-0-0 1-7-4 30-7-0 3-7-0 38-7-0 8-0-0 -2-0-0 2-0-0 7-2-0 7-2-0 15-0-0 7-10-0 19-7-0 4-7-0 25-4-12 5-9-12 27-0-0 1-7-4 30-7-0 3-7-0 38-7-0 8-0-0 40-7-0 2-0-0 0-4-37-10-39-10-30-4-32-0-09-10-36.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [5:0-5-8,0-2-4], [6:0-3-8,0-2-4], [10:0-1-11,Edge], [12:0-3-8,0-1-8], [15:0-5-8,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.82 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.51 0.47 -0.13 (loc) 10-12 10-12 10 l/defl >727 >802 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 243 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-7,1-4: 2x4 SP No.1, 7-11: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 8-13: 2x4 SP No.3, 10-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-19: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-7 oc purlins, except 2-0-0 oc purlins (5-6-10 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 8-15 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 5-16, 8-16, 12-15 2 Rows at 1/3 pts 3-17 REACTIONS. (size)10=0-8-0, 19=0-8-0 Max Horz 19=475(LC 11) Max Uplift 10=-1484(LC 12), 19=-2312(LC 12) Max Grav 10=1335(LC 18), 19=1891(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1772/818, 3-5=-908/2096, 5-6=-1055/2606, 6-8=-1218/2785, 8-9=-2603/5601, 9-10=-2011/4128 BOT CHORD 2-19=-648/1831, 17-19=-648/1484, 16-17=-1619/689, 15-16=-5151/2233, 8-15=-2307/936, 10-12=-3481/1657 WEBS 3-19=-1685/3456, 3-17=-3297/1426, 5-17=-490/776, 5-16=-1524/699, 6-16=-903/301, 8-16=-1542/3193, 12-15=-4354/1938, 9-15=-1298/654, 9-12=-898/1558 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 to 15-0-0, Exterior(2E) 15-0-0 to 19-7-0, Exterior(2R) 19-7-0 to 28-0-13, Interior(1) 28-0-13 to 40-7-13 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1484 lb uplift at joint 10 and 2312 lb uplift at joint 19. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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."November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss AH7 Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034991 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:28 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-G3gfLxBB5sYnbj5QVTghyBmg?k48m3B7ZJw8b?yHy05 Scale = 1:70.7 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 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 58 59 60 61 62 63 5x6 1.5x8 STP 4x6 7x10 3x6 5x6 3x4 5x8 3x6 3x4 7x10 5x6 5x8 4x6 6x12 MT20HS 6x8 5x8 4x6 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 0-9-0 0-9-0 1-0-0 0-3-0 2-8-0 1-8-0 3-8-0 1-0-0 10-10-0 7-2-0 17-8-0 6-10-0 18-8-0 1-0-0 24-5-0 5-9-0 30-2-0 5-9-0 31-2-0 1-0-0 36-7-8 5-5-8 37-7-8 1-0-0 38-7-0 0-11-8 -2-0-0 2-0-0 1-0-0 1-0-0 3-0-0 2-0-0 10-10-0 7-10-0 17-8-0 6-10-0 18-8-0 1-0-0 24-5-0 5-9-0 30-2-0 5-9-0 31-2-0 1-0-0 36-8-0 5-6-0 37-8-14 1-0-14 38-7-0 0-10-2 0-4-31-10-33-10-33-3-22-0-03-1-33-10-36.00 12 3.68 12 12.00 12 Plate Offsets (X,Y)-- [4:0-3-8,0-2-4], [6:0-3-0,Edge], [9:0-3-0,Edge], [11:0-5-0,0-1-15], [14:0-4-0,Edge], [15:0-2-8,Edge], [16:0-4-0,0-2-4], [17:0-2-8,Edge], [18:0-8-8,Edge], [19:0-1-8,0-2-0], [25:0-2-8,Edge], [26:0-2-0,0-0-15], [27:0-2-0,0-2-4], [28:0-2-0,0-0-15], [29:0-2-0,0-2-4], [30:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.99 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.86 -1.04 0.19 (loc) 18-19 18-19 31 l/defl >530 >440 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 467 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 1-4: 2x4 SP No.2, 4-6: 2x4 SP M 31, 11-12: 2x6 SP No.2 BOT CHORD 2x4 SP No.3 *Except* 2-22,20-21,15-17,13-14: 2x4 SP No.2, 3-23: 2x4 SP No.1 18-20: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 7-19,11-14,4-19,16-18,14-16: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-2-11 oc bracing. Except: 9-9-0 oc bracing: 21-22 10-0-0 oc bracing: 17-18, 14-15 WEBS 1 Row at midpt 4-19 REACTIONS. (size)2=0-8-0, 31=Mechanical Max Horz 2=244(LC 7) Max Uplift 2=-2074(LC 8), 31=-1948(LC 8) Max Grav 2=3265(LC 36), 31=3084(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3829/1900, 3-4=-1634/750, 4-5=-9893/5907, 5-7=-9893/5907, 7-8=-11676/7174, 8-10=-7962/4994, 10-11=-8167/5110, 13-31=-3084/1948 BOT CHORD 2-22=-1599/2970, 21-22=-1642/2620, 3-22=-1103/1862, 19-21=-1818/3207, 18-19=-7156/11961, 16-17=-446/694, 15-16=-366/506, 13-14=-1405/2164, 7-18=-71/290, 10-14=-707/732 WEBS 5-19=-982/982, 7-19=-2181/1511, 8-18=-2469/4140, 8-16=-2395/1680, 11-14=-3927/6458, 11-13=-3421/2371, 4-21=-2922/2028, 4-19=-4127/7022, 16-18=-4358/7331, 14-16=-4436/7518 NOTES-(15) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 "Special" indicates special hanger(s) or other connection device(s) required at location(s) shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss AH7 Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034991 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:28 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-G3gfLxBB5sYnbj5QVTghyBmg?k48m3B7ZJw8b?yHy05 NOTES-(15) 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 2074 lb uplift at joint 2 and 1948 lb uplift at joint 31. 13) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 365 lb down and 267 lb up at 3-0-0 on top chord, and 90 lb down and 41 lb up at 37-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) "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=-54, 4-11=-54, 11-12=-54, 2-22=-20, 18-21=-20, 15-17=-20, 13-14=-20 Concentrated Loads (lb) Vert: 4=-110(F) 6=-103(F) 20=-64 5=-103(F) 19=-64 7=-99(F) 18=-48(F) 32=-103(F) 33=-103(F) 35=-103(F) 36=-103(F) 37=-103(F) 38=-99(F) 39=-99(F) 41=-99(F) 42=-99(F) 44=-99(F) 45=-103(F) 46=-103(F) 47=-103(F) 48=-101(F) 49=2(F) 50=-64 51=-64 52=-64 53=-64 54=-64 55=-48(F) 56=-48(F) 57=-48(F) 58=-48(F) 59=-48(F) 60=-44(F) 61=-44(F) 62=-44(F) 63=-66 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss AH7A Truss Type FLAT GIRDER Qty 1 Ply 2 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034992 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:32 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-8rw9BJEi943D3KOBkJkd61wL_LTFisGiTxuLkmyHy01 Scale = 1:56.2 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 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 3x6 5x8 4x6 5x8 3x6 4x6 4x12 2x4 2x4 3x8 2x4 4x12 4x6 4x6 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 8-3-14 8-3-14 16-6-0 8-2-2 24-8-2 8-2-2 33-0-0 8-3-14 8-3-14 8-3-14 16-6-0 8-2-2 24-8-2 8-2-2 33-0-0 8-3-14 3-10-3Plate Offsets (X,Y)-- [3:0-3-0,Edge], [5:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.92 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.37 -0.45 0.08 (loc) 11 11-13 8 l/defl >999 >863 n/a L/d 240 180 n/a PLATES MT20 Weight: 346 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 10-12: 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 6-5-13 oc bracing. WEBS 1 Row at midpt 1-13, 7-9 REACTIONS. (size)14=Mechanical, 8=Mechanical Max Horz 14=-239(LC 4) Max Uplift 14=-1622(LC 8), 8=-1656(LC 8) Max Grav 14=2571(LC 26), 8=2629(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-2409/1655, 1-2=-4849/3120, 2-4=-4849/3120, 4-6=-4853/3123, 6-7=-4853/3123, 7-8=-2451/1692 BOT CHORD 13-14=-257/240, 11-13=-3861/6307, 9-11=-3861/6307 WEBS 1-13=-3231/5137, 2-13=-999/1020, 4-13=-1605/1001, 4-11=0/618, 4-9=-1599/998, 6-9=-1000/1023, 7-9=-3232/5139 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 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1622 lb uplift at joint 14 and 1656 lb uplift at joint 8. 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." Continued on page 2 November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss AH7A Truss Type FLAT GIRDER Qty 1 Ply 2 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034992 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:32 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-8rw9BJEi943D3KOBkJkd61wL_LTFisGiTxuLkmyHy01 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-54, 8-14=-20 Concentrated Loads (lb) Vert: 3=-99(F) 12=-48(F) 15=-99(F) 17=-99(F) 18=-99(F) 19=-99(F) 20=-99(F) 21=-99(F) 23=-99(F) 24=-99(F) 25=-99(F) 26=-99(F) 27=-99(F) 28=-99(F) 29=-99(F) 30=-99(F) 32=-99(F) 33=-48(F) 34=-48(F) 35=-48(F) 36=-48(F) 37=-48(F) 38=-48(F) 39=-48(F) 40=-48(F) 41=-48(F) 42=-48(F) 43=-48(F) 44=-48(F) 45=-48(F) 46=-48(F) 47=-48(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 2861855_BECKLING_RES Truss AH9 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034993 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:35 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-ZQbIpKGaR?Rowo7mPRIKkgYtkZThvEH8Av7?L5yHy0_ Scale = 1:72.0 1 2 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 26 33 34 35 36 37 38 39 40 5x8 1.5x8 STP 4x6 6x12 MT20HS 6x8 5x6 3x6 4x10 MT20HS 4x6 3x6 3x6 5x8 3x4 5x8 4x6 6x8 6x8 5x8 5x8 5x6 3x4 0-9-0 0-9-0 1-4-0 0-7-0 2-8-0 1-4-0 3-8-0 1-0-0 5-0-0 1-4-0 11-11-12 6-11-12 17-8-0 5-8-4 18-8-0 1-0-0 24-1-8 5-5-8 29-7-0 5-5-8 30-2-0 0-7-0 31-2-0 1-0-0 36-7-1 5-5-1 36-7-8 0-0-7 37-7-8 1-0-0 38-7-0 0-11-8 -2-0-0 2-0-0 1-4-0 1-4-0 2-8-0 1-4-0 3-8-0 1-0-0 5-0-0 1-4-0 11-11-12 6-11-12 17-8-0 5-8-4 18-8-0 1-0-0 24-1-8 5-5-8 29-7-0 5-5-8 31-5-8 1-10-8 36-7-1 5-1-9 37-6-8 0-11-7 38-7-0 1-0-8 0-4-32-10-31-10-154-10-33-3-92-0-03-1-34-10-36.00 12 3.68 12 12.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [4:0-6-0,0-2-8], [6:0-3-0,Edge], [9:0-6-0,0-0-15], [14:0-2-0,0-2-4], [15:0-2-4,0-3-4], [16:0-2-8,Edge], [19:0-2-8,Edge], [20:0-6-0,Edge], [28:0-2-8,Edge], [29:0-2-0,0-0-15], [30:0-2-0,0-2-4], [31:0-2-0,0-0-15], [32:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 1.00 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.50 -0.66 0.19 (loc) 20-21 20-21 33 l/defl >913 >692 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 252 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x4 SP No.1, 9-10,11-12: 2x6 SP No.2 BOT CHORD 2x4 SP No.3 *Except* 2-25,22-24,16-19,13-15,20-22: 2x4 SP No.2, 3-26: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 18-20,15-18: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 24-25, 19-20, 15-17 WEBS 1 Row at midpt 4-21, 18-20, 15-18, 10-14 REACTIONS. (size)2=0-8-0, 33=Mechanical Max Horz 2=292(LC 11) Max Uplift 2=-1084(LC 12), 33=-871(LC 12) Max Grav 2=1547(LC 1), 33=1417(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1853/1568, 3-4=-1857/1681, 4-5=-3277/2993, 5-7=-3277/2994, 7-8=-3782/3462, 8-9=-2771/2648, 9-10=-3060/2866, 10-11=-1102/1041, 11-12=-1156/1053, 13-33=-1417/1330, 12-13=-1435/1316 BOT CHORD 2-25=-1464/1501, 3-25=-261/391, 23-24=-805/800, 21-23=-1505/1637, 20-21=-3487/3830, 14-15=-2983/3071, 9-15=-892/1057 WEBS 4-23=-327/412, 4-21=-1617/1861, 5-21=-402/563, 7-21=-641/608, 18-20=-2480/2672, 8-18=-908/990, 15-18=-2478/2665, 10-15=-507/596, 3-23=-824/944, 12-14=-1400/1516, 10-14=-2226/2132, 8-20=-992/1173 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 to 5-0-0, Exterior(2R) 5-0-0 to 11-0-0, Interior(1) 11-0-0 to 29-7-0, Exterior(2E) 29-7-0 to 31-5-8, Interior(1) 31-5-8 to 36-7-1, Exterior(2E) 36-7-1 to 38-5-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1084 lb uplift at joint 2 and 871 lb uplift at joint 33. Continued on page 2 November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss AH9 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034993 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:35 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-ZQbIpKGaR?Rowo7mPRIKkgYtkZThvEH8Av7?L5yHy0_ NOTES-(12) 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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." Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss AH9A Truss Type Flat Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034994 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:36 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-1c9g0gHCCJZfYyizz9pZGt50ryrGef8IOYsZsXyHy?z Scale = 1:56.2 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 3x6 5x6 4x6 5x6 3x6 4x6 5x8 3x6 2x4 3x8 3x6 5x8 4x6 4x6 8-3-14 8-3-14 16-6-0 8-2-2 24-8-2 8-2-2 33-0-0 8-3-14 8-3-14 8-3-14 16-6-0 8-2-2 24-8-2 8-2-2 33-0-0 8-3-14 4-10-3Plate Offsets (X,Y)-- [3:0-3-0,Edge], [5:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.85 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.28 -0.31 -0.07 (loc) 11 11-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 183 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-14,7-8: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-3-10 oc bracing. WEBS 1 Row at midpt 4-13, 4-9 2 Rows at 1/3 pts 1-13, 7-9 REACTIONS. (size)14=Mechanical, 8=Mechanical Max Horz 14=-306(LC 8) Max Uplift 14=-755(LC 12), 8=-755(LC 12) Max Grav 14=1210(LC 1), 8=1210(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1136/1555, 1-2=-1731/2236, 2-4=-1731/2236, 4-6=-1731/2236, 6-7=-1731/2236, 7-8=-1136/1555 BOT CHORD 13-14=-351/349, 11-13=-2981/2251, 9-11=-2981/2251 WEBS 1-13=-2469/1940, 2-13=-480/877, 4-13=-595/801, 4-11=0/312, 4-9=-595/799, 6-9=-480/878, 7-9=-2470/1940 NOTES-(8) 1) Wind: ASCE 7-16; 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 Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 29-10-4, Corner(3) 29-10-4 to 32-10-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 755 lb uplift at joint 14 and 755 lb uplift at joint 8. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss AH11 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034995 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:02 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-036pu2ttDtHTTj5Q_0CauihD0FHghFiIaGdlgVyHy0V Scale = 1:74.6 1 2 3 4 5 6 7 8 9 121011 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 38 39 40 41 42 43 44 45 6x12 MT20HS 6x12 MT20HS 6x12 MT20HS 8x10 3x6 6x8 8x12 3x8 3x8 4x6 4x6 4x6 3x6 8x14 MT20HS 6x12 MT20HS 6x12 MT20HS 6x12 MT20HS 4x6 5x6 7x10 5x8 5x8 10x16 MT20HS 4x6 6x8 0-3-12 0-3-12 1-2-8 0-10-12 2-0-0 0-9-8 3-4-1 1-4-1 4-5-13 1-1-12 7-0-0 2-6-3 12-10-0 5-10-0 17-8-0 4-10-0 18-8-0 1-0-0 23-3-4 4-7-4 27-7-0 4-3-12 30-2-0 2-7-0 30-6-4 0-4-4 31-2-0 0-7-12 31-3-7 0-1-7 33-5-8 2-2-1 34-8-9 1-3-1 36-7-8 1-10-15 37-7-8 1-0-0 38-7-0 0-11-8 -2-0-0 2-0-0 2-0-0 2-0-0 3-4-1 1-4-1 4-5-13 1-1-12 7-0-0 2-6-3 12-10-0 5-10-0 17-8-0 4-10-0 18-8-0 1-0-0 23-3-4 4-7-4 27-7-0 4-3-12 30-2-0 2-7-0 30-6-4 0-4-4 31-2-0 0-7-12 31-3-7 0-1-7 33-5-8 2-2-1 34-8-9 1-3-1 36-7-8 1-10-15 37-10-3 1-2-11 38-7-0 0-8-13 0-4-33-10-30-10-155-10-32-10-152-0-02-8-45-10-36.00 12 10.47 12 12.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-5-2], [4:0-9-4,0-3-0], [6:0-6-0,Edge], [9:0-9-4,0-3-0], [11:0-3-8,0-3-0], [13:0-4-4,0-6-4], [14:Edge,0-5-8], [15:0-6-8,0-2-12], [17:0-2-0,0-0-12], [18:0-6-12,0-3-12], [19:0-2-0,0-2-0], [21:0-5-0,0-1-12], [22:0-3-0,0-4-0], [23:0-6-0,Edge], [24:0-5-12,0-3-0], [28:0-7-8,0-4-0], [30:0-2-0,0-1-12], [31:0-2-0 ,0-0-15], [32:0-2-0,0-2-0], [33:0-2-0,0-2-0], [34:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.70 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.80 0.71 -0.33 (loc) 23-24 23-24 38 l/defl >572 >643 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 319 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-6,6-9: 2x6 SP No.2, 10-14: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SP No.3 *Except* 2-28: 2x6 SP M 26, 25-27,19-22: 2x4 SP No.2, 15-18: 2x4 SP No.1 23-25: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 4-26,14-38,13-16: 2x6 SP No.2, 24-28,9-20: 2x4 SP No.2 13-15: 2x4 SP No.1 SLIDER Left 2x4 SP No.3 3-2-0 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. Except: 1-11-0 oc bracing: 17-18 3-10-0 oc bracing: 2-28 10-0-0 oc bracing: 22-23 WEBS 1 Row at midpt 21-23, 8-23, 18-21 2 Rows at 1/3 pts 24-28 JOINTS 1 Brace at Jt(s): 10, 11 REACTIONS. (size)2=0-9-3, 38=Mechanical Max Horz 2=336(LC 11) Max Uplift 2=-1890(LC 12), 38=-1679(LC 12) Max Grav 2=1617(LC 1), 38=1446(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2875/6373, 4-5=-2333/5459, 5-7=-2743/6587, 7-8=-3067/7253, 8-9=-2456/5772, 9-12=-2870/6494, 10-11=-218/516, 11-12=-1161/2887, 12-13=-3647/8455, 13-14=-183/447, 15-38=-1446/3305, 14-15=-219/400 BOT CHORD 2-28=-5894/2479, 24-26=-506/215, 23-24=-7376/3089, 20-21=-415/181, 17-18=-8542/3647, 16-17=-7104/3074, 15-16=-7104/3074, 7-23=-335/126 WEBS 26-28=-291/301, 4-28=-2516/996, 24-28=-6178/2577, 5-24=-266/109, 7-24=-460/1013, 8-21=-935/1740, 21-23=-5660/2349, 8-23=-2063/926, 18-21=-5428/2284, 5-28=-570/1364, 18-20=-278/222, 10-18=-2612/1006, 9-10=-2656/1014, 13-16=-306/112, 13-17=-1564/623, 11-18=-1046/2602, 13-15=-3115/7101 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 to 7-0-0, Exterior(2R) 7-0-0 to 12-10-0, Interior(1) 12-10-0 to 27-7-0, Exterior(2E) 27-7-0 to 33-5-8, Interior(1) 33-5-8 to 38-4-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss AH11 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034995 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:02 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-036pu2ttDtHTTj5Q_0CauihD0FHghFiIaGdlgVyHy0V NOTES-(12) 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1890 lb uplift at joint 2 and 1679 lb uplift at joint 38. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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." Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss AH11A Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034996 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:03 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-UGfC5OtV_APK5tgdXjjpRwEPffbGQjcRpwNJDxyHy0U Scale = 1:56.9 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 6x8 5x8 3x8 MT20HS 5x6 3x6 3x4 4x6 5x8 3x4 3x4 4x6 5x8 6x8 3x8 3x6 5x8 3x4 7-10-0 7-10-0 10-1-8 2-3-8 17-9-9 7-8-1 25-3-15 7-6-5 33-0-0 7-8-1 7-10-0 7-10-0 10-1-8 2-3-8 17-9-9 7-8-1 25-3-15 7-6-5 33-0-0 7-8-1 5-10-32-0-0Plate Offsets (X,Y)-- [12:0-3-8,0-3-0], [14:0-2-8,0-3-0], [15:0-5-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.80 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 -0.40 -0.14 (loc) 3 12-13 9 l/defl >999 >984 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 224 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-16,3-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 1-17,8-9: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-3-6 oc bracing: 14-15 3-8-2 oc bracing: 10-12. WEBS 1 Row at midpt 12-14, 5-14, 5-10, 8-10 2 Rows at 1/3 pts 1-15 REACTIONS. (size)17=Mechanical, 9=Mechanical Max Horz 17=373(LC 11) Max Uplift 17=-755(LC 12), 9=-755(LC 12) Max Grav 17=1353(LC 18), 9=1391(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-1212/1596, 1-2=-2386/2874, 2-3=-2779/3242, 3-5=-2779/3268, 5-7=-1562/1767, 7-8=-1562/1767, 8-9=-1244/1567 BOT CHORD 2-15=-851/1236, 14-15=-3039/2440, 3-14=-234/431, 10-12=-2494/2134 WEBS 15-17=-460/426, 1-15=-2940/2473, 2-14=-784/719, 12-14=-2530/2115, 5-14=-1071/770, 5-12=-314/699, 5-10=-741/847, 7-10=-437/803, 8-10=-2097/1846 NOTES-(9) 1) Wind: ASCE 7-16; 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 Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 29-10-4, Corner(3) 29-10-4 to 32-10-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 755 lb uplift at joint 17 and 755 lb uplift at joint 9. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss AH13 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034997 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:06 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-vqLKjQwOH5nvyLPCDrGW3YsvZsaMd4YtVubzpGyHy0R Scale = 1:69.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 1628 33 34 35 36 37 38 39 40 41 42 43 44 6x12 MT20HS 4x10 MT20HS 6x12 MT20HS 8x10 4x6 3x6 5x12 3x4 2x4 2x4 2x4 4x10 MT20HS 2x4 6x8 3x8 6x12 MT20HS 5x12 7x10 5x6 5x6 5x8 8x10 6x8 4x6 5x8 4x6 6x8 3x8 2x4 2x4 8x10 1-5-4 1-5-4 2-4-0 0-10-12 3-0-0 0-8-0 4-5-8 1-5-8 5-7-4 1-1-12 9-0-0 3-4-12 13-10-0 4-10-0 17-8-0 3-10-0 18-8-0 1-0-0 25-7-0 6-11-0 30-2-0 4-7-0 30-3-0 0-1-0 32-11-13 2-8-13 35-5-8 2-5-11 37-6-8 2-1-0 37-7-8 0-1-0 38-7-0 0-11-8 -2-0-0 2-0-0 3-0-0 3-0-0 9-0-0 6-0-0 13-10-0 4-10-0 17-8-0 3-10-0 18-8-0 1-0-0 25-7-0 6-11-0 30-2-0 4-7-0 30-3-0 0-1-0 35-5-8 5-2-8 37-6-8 2-1-0 37-7-8 0-1-0 38-7-0 0-11-8 0-4-34-10-30-1-16-10-31-10-152-0-06-10-36.00 12 10.47 12 12.00 12 Plate Offsets (X,Y)-- [5:0-8-12,0-2-12], [9:0-9-4,0-3-0], [10:0-1-13,Edge], [13:0-4-8,0-4-0], [14:0-5-8,0-2-12], [16:Edge,0-3-8], [17:0-5-8,Edge], [21:0-4-8,Edge], [21:0-4-0,Edge] , [22:0-5-12,0-2-8], [25:0-6-8,Edge], [30:0-2-0,0-1-12], [31:0-2-0,0-0-15], [32:0-2-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.97 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.49 0.44 -0.16 (loc) 20-21 20-21 16 l/defl >904 >998 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 306 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-5: 2x4 SP No.2, 9-12: 2x4 SP No.1, 13-15: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SP No.2 *Except* 4-28,29-30,30-31,21-32,8-21: 2x4 SP No.3, 22-25: 2x4 SP No.1 19-21: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 15-16,3-27: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-1-8 oc bracing. Except: 2-2-0 oc bracing: 25-26 WEBS 1 Row at midpt 24-26, 9-22, 5-23 2 Rows at 1/3 pts 20-22 REACTIONS. (size)16=Mechanical, 27=0-9-3 Max Horz 27=349(LC 11) Max Uplift 16=-1763(LC 12), 27=-1998(LC 12) Max Grav 16=1364(LC 1), 27=1614(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1025/458, 3-4=-899/2597, 4-5=-1022/2831, 5-6=-1969/5009, 6-8=-1967/5006, 8-9=-2238/5593, 9-10=-2023/4883, 10-11=-2285/5812, 11-12=-2311/5846, 12-13=-623/1613, 12-14=-2589/6645, 14-15=-941/2460, 15-16=-1302/3379 BOT CHORD 2-27=-436/1107, 26-27=-478/469, 25-26=-375/109, 4-26=-400/491, 24-25=-602/156, 23-24=-3905/1371, 22-23=-5956/2248, 20-21=-496/185, 19-20=-5316/2074, 18-19=-6261/2558, 17-18=-4712/1931, 14-17=-1610/3850, 21-22=-440/133, 8-22=-278/127, 10-19=-979/298 WEBS 24-26=-3356/1235, 20-22=-4140/1592, 9-20=-924/310, 10-20=-530/1068, 3-27=-1453/3489, 14-18=-1740/698, 9-22=-1503/692, 3-26=-3542/1487, 15-17=-3994/1512, 5-23=-2254/946, 6-23=-276/388, 8-23=-439/1009, 5-26=-661/1665, 13-19=-587/1473 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 to 8-11-11, Exterior(2R) 8-11-11 to 14-11-11, Interior(1) 14-11-11 to 25-7-0, Exterior(2R) 25-7-0 to 31-7-0, Interior(1) 31-7-0 to 38-5-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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. Continued on page 2 November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss AH13 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034997 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:06 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-vqLKjQwOH5nvyLPCDrGW3YsvZsaMd4YtVubzpGyHy0R NOTES-(11) 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1763 lb uplift at joint 16 and 1998 lb uplift at joint 27. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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." Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss AH13A Truss Type Half Hip Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034998 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:08 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-rDT585xeoj1dBeZaKGJ_8zxI2gK?5?HAyC44u9yHy0P Scale = 1:58.2 1 2 3 4 5 6 7 16 15 14 13 12 11 10 9 8 17 18 19 20 21 22 23 6x8 3x4 4x6 4x6 6x8 3x4 6x8 2x4 3x4 3x4 5x6 3x8 2x4 5x8 5x12 4x6 7-10-0 7-10-0 10-1-8 2-3-8 17-9-9 7-8-1 25-3-15 7-6-5 33-0-0 7-8-1 7-5-0 7-5-0 7-10-0 0-5-0 10-1-8 2-3-8 17-9-9 7-8-1 25-3-15 7-6-5 33-0-0 7-8-1 3-1-116-10-32-0-06.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-4-0,0-1-15], [8:Edge,0-3-8], [13:0-2-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.76 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.30 0.09 (loc) 11-12 11-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 239 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-2: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-15,3-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 7-8: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-7-2 oc bracing: 13-14 5-0-14 oc bracing: 9-11. WEBS 1 Row at midpt 7-8, 11-13, 4-9, 7-9, 1-14 REACTIONS. (size)8=Mechanical, 16=Mechanical Max Horz 16=474(LC 9) Max Uplift 8=-760(LC 12), 16=-749(LC 12) Max Grav 8=1424(LC 17), 16=1441(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2168/1458, 2-3=-2253/1595, 3-4=-2255/1606, 4-6=-1346/992, 6-7=-1346/992, 7-8=-1271/951, 1-16=-1367/1006 BOT CHORD 13-14=-1648/1966, 3-13=-286/356, 9-11=-1335/1866 WEBS 2-13=-500/800, 11-13=-1362/1853, 4-13=-584/562, 4-11=-255/396, 4-9=-694/472, 6-9=-439/492, 7-9=-1126/1712, 1-14=-1019/1701, 14-16=-670/496 NOTES-(8) 1) Wind: ASCE 7-16; 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(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 7-6-8, Exterior(2R) 7-6-8 to 16-0-5, Interior(1) 16-0-5 to 32-10-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 760 lb uplift at joint 8 and 749 lb uplift at joint 16. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss AH15 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034999 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:09 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-JP1TMRyGZ09Upo8mu_qDgBUSm4bbpRYKBsqdQbyHy0O Scale = 1:69.3 1 2 3 4 5 6 7 8 9 101918 17 16 15 14 13 12 1120 25 26 27 28 29 30 31 32 33 34 35 36 37 38 6x12 MT20HS 6x12 MT20HS 4x10 MT20HS 3x6 6x12 MT20HS 5x8 2x4 2x4 2x4 6x12 MT20HS 5x8 2x4 3x4 2x4 4x6 3x4 2x4 7x10 3x4 2x4 5x8 4x6 5x12 2-6-11 2-6-11 3-5-7 0-10-12 4-4-0 0-10-9 5-7-0 1-3-0 6-8-12 1-1-12 11-0-0 4-3-4 17-8-0 6-8-0 18-8-0 1-0-0 23-7-0 4-11-0 31-1-0 7-6-0 38-7-0 7-6-0 -2-0-0 2-0-0 4-4-0 4-4-0 5-7-0 1-3-0 6-8-12 1-1-12 11-0-0 4-3-4 17-8-0 6-8-0 18-8-0 1-0-0 23-7-0 4-11-0 31-1-0 7-6-0 38-7-0 7-6-0 0-4-35-10-37-10-30-4-32-0-07-10-36.00 12 10.47 12 12.00 12 Plate Offsets (X,Y)-- [5:0-8-4,0-2-0], [7:0-7-12,0-1-12], [8:0-5-0,Edge], [10:0-2-7,Edge], [14:0-2-8,Edge], [15:0-2-12,0-3-4], [17:0-5-8,0-3-0], [18:0-6-0,0-3-4], [22:0-2-0,0-1-12], [23:0-2-0,0-0-15], [24:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.78 1.00 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.60 0.55 -0.14 (loc) 15-16 15-16 10 l/defl >706 >772 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.1 *Except* 5-7: 2x6 SP No.2, 8-10: 2x4 SP M 31 BOT CHORD 2x4 SP No.3 *Except* 2-18: 2x4 SP No.2, 4-20: 2x6 SP No.2, 15-17: 2x4 SP M 31 12-14,10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-19: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied. Except: 7-1-0 oc bracing: 17-18 WEBS 1 Row at midpt 4-16, 5-15, 7-15, 9-13, 13-15 REACTIONS. (size)19=0-9-3, 10=Mechanical Max Horz 19=358(LC 11) Max Uplift 19=-2062(LC 12), 10=-1560(LC 12) Max Grav 19=1790(LC 20), 10=1626(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1199/532, 3-4=-839/1868, 4-5=-1664/3511, 5-6=-2101/4504, 6-7=-2088/4477, 7-9=-2137/4260, 9-10=-2966/5686 BOT CHORD 2-19=-485/1262, 18-19=-449/1110, 17-18=-323/103, 4-18=-979/2045, 16-17=-1332/559, 15-16=-2918/1370, 11-13=-4955/2564, 10-11=-4955/2564, 6-15=-412/472 WEBS 4-16=-2028/936, 5-15=-1726/895, 7-15=-999/534, 7-13=-843/310, 9-13=-954/1746, 9-11=-952/322, 3-18=-3169/1428, 3-19=-1561/3463, 13-15=-3607/1729 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 23-7-0, Exterior(2R) 23-7-0 to 32-0-13, Interior(1) 32-0-13 to 38-5-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2062 lb uplift at joint 19 and 1560 lb uplift at joint 10. Continued on page 2 November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss AH15 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26034999 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:10 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-ncbrZnzuKKHLQyjzShLSDO0dVUxqYuoTQWZBy2yHy0N 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 2861855_BECKLING_RES Truss AH15A Truss Type Half Hip Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035000 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:11 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-Fo8Dn7_X5ePC26I9?PshmcZl0tL1HLtceAJkVUyHy0M Scale = 1:58.0 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 23 24 5x6 3x4 5x6 4x6 3x4 3x4 5x8 5x8 3x6 3x4 3x4 6x8 5x6 5x6 3x8 2x4 5x8 7-10-0 7-10-0 10-1-8 2-3-8 17-9-9 7-8-1 25-3-15 7-6-5 33-0-0 7-8-1 7-10-0 7-10-0 9-5-0 1-7-0 10-1-8 0-8-8 17-9-9 7-8-1 25-3-15 7-6-5 33-0-0 7-8-1 3-1-117-10-32-0-06.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [3:0-3-0,0-2-0], [9:Edge,0-3-8], [14:0-2-0,0-2-0], [15:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.74 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.28 0.09 (loc) 9-10 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 250 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-16,4-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 8-9: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-7-15 oc bracing: 14-15 5-2-13 oc bracing: 10-12. WEBS 1 Row at midpt 8-9, 1-15, 12-14, 5-10, 8-10 REACTIONS. (size)9=Mechanical, 17=Mechanical Max Horz 17=550(LC 9) Max Uplift 9=-763(LC 12), 17=-746(LC 12) Max Grav 9=1453(LC 17), 17=1466(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2229/1520, 2-3=-2303/1796, 3-4=-1920/1407, 4-5=-1920/1410, 5-7=-1196/925, 7-8=-1196/925, 8-9=-1296/977, 1-17=-1399/1019 BOT CHORD 2-15=-518/643, 14-15=-1599/1879, 4-14=-426/574, 10-12=-1249/1669 WEBS 15-17=-782/569, 1-15=-1080/1764, 12-14=-1279/1661, 5-14=-528/459, 5-12=-217/373, 5-10=-664/477, 7-10=-441/499, 8-10=-1087/1625, 3-15=-710/575, 3-14=-680/808 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 9-5-0, Exterior(2R) 9-5-0 to 17-9-9, Interior(1) 17-9-9 to 32-10-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 763 lb uplift at joint 9 and 746 lb uplift at joint 17. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss AH17 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035001 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:13 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-CBG_Bp?ndFfvHPRY7qu9r1e4Xh_klFlv6TorZMyHy0K Scale = 1:72.7 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 6x12 MT20HS 1.5x8 STP 4x10 MT20HS 3x6 5x8 5x8 5x8 3x8 MT20HS3x4 6x12 MT20HS 5x8 3x4 3x4 2x4 6x8 3x8 MT20HS 4x6 5x8 3-8-3 3-8-3 4-6-15 0-10-12 6-0-0 1-5-1 13-0-0 7-0-0 21-7-0 8-7-0 29-9-12 8-2-12 38-7-0 8-9-4 -2-0-0 2-0-0 6-0-0 6-0-0 13-0-0 7-0-0 21-7-0 8-7-0 27-0-13 5-5-13 32-6-11 5-5-13 38-7-0 6-0-5 40-7-0 2-0-0 0-4-36-10-38-10-30-4-32-0-08-10-36.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [5:0-7-4,0-1-8], [6:0-7-12,0-1-12], [8:0-5-0,Edge], [10:0-1-11,Edge], [17:0-0-0,0-2-8], [19:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.92 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.57 0.52 -0.14 (loc) 14-16 14-16 10 l/defl >722 >789 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 228 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 1-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 2-19: 2x4 SP No.2, 4-17: 2x6 SP M 26, 13-15: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 3-20: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 17-19 WEBS 1 Row at midpt 4-16, 5-16, 5-14, 6-14, 7-12 JOINTS 1 Brace at Jt(s): 19 REACTIONS. (size)20=0-9-3, 10=0-8-0 Max Horz 20=425(LC 11) Max Uplift 20=-2099(LC 12), 10=-1698(LC 12) Max Grav 20=1919(LC 20), 10=1749(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1379/616, 3-4=-805/1652, 4-5=-1374/2788, 5-6=-1615/3353, 6-7=-1822/3621, 7-9=-2639/5067, 9-10=-2841/5132 BOT CHORD 2-20=-535/1432, 19-20=-558/1178, 17-19=-377/196, 4-19=-913/1900, 16-17=-761/447, 14-16=-1920/1076, 12-14=-3603/1947, 10-12=-4400/2418 WEBS 4-16=-1691/817, 5-16=-291/169, 5-14=-1217/661, 6-14=-1154/419, 7-14=-760/1309, 7-12=-1361/607, 9-12=-306/312, 3-19=-3097/1469, 3-20=-1678/3523 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -2-0-13 to 4-0-12, Interior(1) 4-0-12 to 13-0-0, Exterior(2E) 13-0-0 to 21-7-0, Exterior(2R) 21-7-0 to 30-0-13, Interior(1) 30-0-13 to 40-7-13 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2099 lb uplift at joint 20 and 1698 lb uplift at joint 10. 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."November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss AH17A Truss Type Half Hip Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035002 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:14 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-gNqMP90POZnmvZ0khXQONEBHi5LVUkW3L7XO6pyHy0J Scale = 1:65.0 1 2 3 4 5 6 7 17 16 15 14 13 12 11 10 9 8 19 20 21 22 23 24 25 5x8 3x4 5x6 4x6 3x6 3x4 2x4 3x4 3x4 3x4 3x4 5x8 6x8 2x4 5x8 4x6 2x4 2x4 5-10-4 5-10-4 11-5-0 5-6-12 16-0-0 4-7-0 17-1-12 1-1-12 24-4-4 7-2-8 33-0-0 8-7-12 5-10-4 5-10-4 11-5-0 5-6-12 16-0-0 4-7-0 17-1-12 1-1-12 24-4-4 7-2-8 33-0-0 8-7-12 3-1-118-10-36-10-32-0-08-10-36.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8], [8:Edge,0-3-8], [11:0-6-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.89 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.37 -0.07 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 229 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 7-8: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-9-13 oc bracing. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 7-8, 3-14, 4-9, 7-9 REACTIONS. (size)8=Mechanical, 17=Mechanical Max Horz 17=562(LC 9) Max Uplift 8=-764(LC 12), 17=-737(LC 12) Max Grav 8=1496(LC 17), 17=1519(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1529/898, 2-3=-1573/1071, 3-4=-2030/1362, 4-6=-1497/1082, 6-7=-1497/1082, 7-8=-1318/1002, 1-17=-1431/926 BOT CHORD 16-17=-755/555, 14-16=-1292/1475, 9-11=-1542/2109 WEBS 2-16=-395/410, 3-14=-540/432, 11-14=-1208/1577, 3-11=-711/1163, 4-9=-689/522, 6-9=-513/563, 7-9=-1254/1890, 1-16=-804/1344 NOTES-(8) 1) Wind: ASCE 7-16; 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(2E) 0-1-12 to 5-10-4, Interior(1) 5-10-4 to 11-5-0, Exterior(2R) 11-5-0 to 19-10-13, Interior(1) 19-10-13 to 32-10-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 764 lb uplift at joint 8 and 737 lb uplift at joint 17. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss AH19 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035003 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:16 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-cmy6qq1fwA2U8tA7oySsTfGdqu0_yakMoR0VAhyHy0H Scale = 1:72.3 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 4x6 1.5x8 STP 1.5x8 STP 5x8 5x6 4x6 4x6 5x8 5x8 2x4 2x4 5x8 5x8 3x12 MT20HS 4x6 5x12 3x8 6x8 3x8 2x4 6-10-0 6-10-0 7-2-0 0-4-0 15-0-0 7-10-0 19-7-0 4-7-0 25-4-12 5-9-12 27-0-0 1-7-4 30-7-0 3-7-0 38-7-0 8-0-0 -2-0-0 2-0-0 7-2-0 7-2-0 15-0-0 7-10-0 19-7-0 4-7-0 25-4-12 5-9-12 27-0-0 1-7-4 30-7-0 3-7-0 38-7-0 8-0-0 40-7-0 2-0-0 0-4-37-10-39-10-30-4-32-0-09-10-36.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [5:0-5-8,0-2-4], [6:0-3-8,0-2-4], [7:0-3-0,Edge], [10:0-1-11,Edge], [12:0-3-8,0-1-8], [15:0-5-12,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.89 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.52 0.47 -0.15 (loc) 10-12 10-12 10 l/defl >713 >786 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 243 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-7,1-4: 2x4 SP No.1, 7-11: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 8-13: 2x4 SP No.3, 10-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-19,8-16: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 8-15 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 5-16, 8-16, 12-15 2 Rows at 1/3 pts 3-17 REACTIONS. (size)10=0-8-0, 19=0-8-0 Max Horz 19=475(LC 11) Max Uplift 10=-1485(LC 12), 19=-2312(LC 12) Max Grav 10=1335(LC 18), 19=1891(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1772/818, 3-5=-908/2096, 5-6=-1055/2606, 6-8=-1218/2786, 8-9=-2733/5897, 9-10=-2010/4129 BOT CHORD 2-19=-648/1831, 17-19=-648/1429, 16-17=-1670/689, 15-16=-5473/2356, 8-15=-2573/1052, 10-12=-3482/1656 WEBS 3-19=-1685/3455, 3-17=-3297/1426, 5-17=-491/778, 5-16=-1526/700, 6-16=-903/301, 8-16=-1674/3497, 12-15=-4473/1986, 9-15=-1561/767, 9-12=-985/1756 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 to 15-0-0, Exterior(2E) 15-0-0 to 19-7-0, Exterior(2R) 19-7-0 to 28-0-13, Interior(1) 28-0-13 to 40-7-13 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1485 lb uplift at joint 10 and 2312 lb uplift at joint 19. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss AH19A Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035004 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:17 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-4yWU1A2HhUALm1lJMfz5?tpmiINZh4qV15m2i8yHy0G Scale = 1:65.3 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 19 20 21 22 23 24 4x6 4x6 5x8 3x6 4x6 2x4 2x4 2x4 3x4 3x4 2x4 5x12 5x8 3x4 3x4 3x6 5x6 2x4 8-0-0 8-0-0 15-10-4 7-10-4 17-0-0 1-1-12 19-7-0 2-7-0 26-1-12 6-6-12 33-0-0 6-10-4 8-0-0 8-0-0 15-0-0 7-0-0 15-10-4 0-10-4 17-0-0 1-1-12 19-7-0 2-7-0 26-1-12 6-6-12 33-0-0 6-10-4 0-4-37-10-39-10-33-1-112-0-09-10-36.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [6:0-6-0,0-2-8], [15:0-2-3,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.80 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.46 0.11 (loc) 15-17 15-17 9 l/defl >999 >846 n/a L/d 240 180 n/a PLATES MT20 Weight: 218 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 1-16: 2x4 SP No.1, 5-13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-7 oc bracing. Except: 1 Row at midpt 5-15 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 2-15, 6-12, 7-12 REACTIONS. (size)1=Mechanical, 9=Mechanical Max Horz 1=505(LC 11) Max Uplift 1=-747(LC 12), 9=-754(LC 12) Max Grav 1=1493(LC 17), 9=1485(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2668/1648, 2-4=-1647/1224, 4-5=-1542/1250, 5-6=-1533/1248, 6-7=-1438/1132, 7-8=-1567/1040, 8-9=-1384/940 BOT CHORD 1-17=-1511/2563, 15-17=-1511/2563, 10-12=-839/1277 WEBS 2-17=0/397, 2-15=-1094/730, 4-15=-256/543, 12-15=-864/1687, 6-15=-692/1393, 6-12=-925/456, 7-12=-290/262, 7-10=-316/375, 8-10=-809/1312 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 15-0-0, Exterior(2E) 15-0-0 to 19-7-0, Exterior(2R) 19-7-0 to 28-0-13, Interior(1) 28-0-13 to 32-10-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 747 lb uplift at joint 1 and 754 lb uplift at joint 9. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss AH21 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035005 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:19 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-0LdFSs4YD5Q3?KvhT4?Z4Iu9R63Z9zToUPF9n0yHy0E Scale = 1:76.0 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 21 22 23 24 25 26 27 28 29 30 31 3x6 1.5x8 STP 1.5x8 STP 5x6 4x10 MT20HS 4x6 5x8 2x4 2x4 2x4 5x8 2x4 7x10 4x6 3x6 2x4 5x12 5x8 5x8 4x6 6-10-0 6-10-0 7-2-0 0-4-0 17-0-0 9-10-0 17-3-8 0-3-8 25-4-12 8-1-4 27-0-0 1-7-4 30-7-0 3-7-0 38-7-0 8-0-0 -2-0-0 2-0-0 7-2-0 7-2-0 12-2-12 5-0-12 17-0-0 4-9-4 17-3-8 0-3-8 17-7-0 0-3-8 22-2-10 4-7-10 25-4-12 3-2-2 27-0-0 1-7-4 30-7-0 3-7-0 38-7-0 8-0-0 40-7-0 2-0-0 0-4-38-10-310-10-30-4-32-0-06.00 12 Plate Offsets (X,Y)-- [8:0-5-0,Edge], [11:0-1-11,Edge], [16:0-5-12,0-2-4], [19:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.83 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.58 0.53 -0.12 (loc) 16-17 16-17 11 l/defl >642 >707 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 243 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-8: 2x4 SP No.1, 8-12: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 9-14: 2x4 SP No.3, 11-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 5-19,5-17,7-17,7-16: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-3-2 oc bracing. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 13-16, 6-17, 5-19, 5-17, 7-17, 7-16 REACTIONS. (size)11=0-8-0, 19=0-8-0 Max Horz 19=531(LC 11) Max Uplift 11=-1484(LC 12), 19=-2312(LC 12) Max Grav 11=1599(LC 18), 19=2074(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1788/842, 3-5=-1549/812, 5-6=-1232/2316, 6-7=-1194/2339, 7-9=-3155/5362, 9-10=-3112/5201, 10-11=-2477/4063 BOT CHORD 2-19=-703/1858, 17-19=-1061/557, 16-17=-2720/1514, 11-13=-3389/2075 WEBS 3-19=-440/483, 13-16=-4228/2440, 10-16=-963/627, 10-13=-1006/1377, 6-17=-1791/828, 5-19=-1817/3741, 5-17=-1250/648, 7-17=-1135/1768, 7-16=-3089/1788 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 to 17-3-8, Exterior(2R) 17-3-8 to 25-9-5, Interior(1) 25-9-5 to 40-7-13 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1484 lb uplift at joint 11 and 2312 lb uplift at joint 19. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss AH21A Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035006 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:20 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-VXBdfC5A_PYwdUUu1oWpdVRH?WNAuOnxj3_iJSyHy0D Scale = 1:71.0 1 2 3 4 5 13 12 11 10 9 8 7 6 15 16 17 8x14 MT20HS 5x6 7x10 3x6 3x6 3x4 2x4 3x4 2x4 6x8 3x6 4x6 5x8 2x4 8-6-14 8-6-14 15-10-4 7-3-6 17-1-12 1-3-8 25-1-12 8-0-0 33-0-0 7-10-4 8-6-14 8-6-14 15-10-4 7-3-6 17-0-0 1-1-12 17-7-0 0-7-0 25-1-12 7-6-12 33-0-0 7-10-4 0-4-38-10-310-10-33-1-112-0-06.00 12 Plate Offsets (X,Y)-- [4:0-5-0,0-3-4], [5:0-3-0,0-1-8], [11:0-2-12,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.93 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 -0.37 0.08 (loc) 1-13 11-13 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 210 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-2: 2x4 SP No.1, 4-5: 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 1-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 9-11 WEBS 1 Row at midpt 2-11, 7-11, 4-11 REACTIONS. (size)1=Mechanical, 6=Mechanical Max Horz 1=556(LC 11) Max Uplift 1=-747(LC 12), 6=-753(LC 12) Max Grav 1=1226(LC 17), 6=1225(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2250/1571, 2-3=-1455/1156, 3-4=-1437/1183, 4-5=-1354/1027, 5-6=-1155/921 BOT CHORD 1-13=-1435/2153, 11-13=-1436/2145, 3-11=-580/805 WEBS 2-13=0/395, 2-11=-998/785, 7-11=-849/1163, 4-11=-307/315, 4-7=-529/543, 5-7=-772/1160 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 17-3-8, Exterior(2R) 17-3-8 to 25-9-5, Interior(1) 25-9-5 to 32-10-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 747 lb uplift at joint 1 and 753 lb uplift at joint 6. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss B Truss Type Roof Special Qty 12 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035007 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:37 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-Voj2E0IqzdhWA5H9XsKop5eDBMDMN5RRdCc6PzyHy?y Scale = 1:69.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 20 21 22 3x4 1.5x8 STP 1.5x8 STP 4x6 4x6 3x6 3x4 2x4 3x6 3x4 3x4 6x8 6x8 3x8 3x4 2x4 2x4 2x4 3x6 8-0-0 8-0-0 15-0-0 7-0-0 16-1-12 1-1-12 18-6-0 2-4-4 25-0-0 6-6-0 33-0-0 8-0-0 -2-0-0 2-0-0 8-0-0 8-0-0 15-0-0 7-0-0 16-1-12 1-1-12 18-6-0 2-4-4 25-0-0 6-6-0 33-0-0 8-0-0 35-0-0 2-0-0 0-4-39-7-30-4-32-0-06.00 12 Plate Offsets (X,Y)-- [7:0-3-0,Edge], [14:0-5-8,0-4-0], [18:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.73 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.22 -0.28 0.12 (loc) 15 15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 188 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-16: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-6 oc bracing. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 14-18 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=-462(LC 10) Max Uplift 2=-946(LC 12), 9=-942(LC 12) Max Grav 2=1361(LC 17), 9=1338(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2138/1471, 3-5=-2149/1585, 5-6=-1531/1309, 6-8=-1574/1280, 8-9=-2134/1514 BOT CHORD 2-18=-1216/2075, 5-14=-430/858, 13-14=-1077/2035, 11-13=-1158/1808, 9-11=-1158/1808 WEBS 3-18=-474/416, 14-18=-1265/2127, 5-13=-1110/835, 6-13=-873/1113, 8-13=-722/614, 8-11=0/313 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 to 18-6-0, Exterior(2R) 18-6-0 to 24-6-0, Interior(1) 24-6-0 to 35-0-13 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 946 lb uplift at joint 2 and 942 lb uplift at joint 9. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss BGR Truss Type Roof Special Girder Qty 1 Ply 2 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035008 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Nov 19 14:51:52 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-rWz3yZ28bOS9yMRQOtBihAo677jlmWwA3E5?xPyHmJb Scale = 1:78.8 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 4x10 MT20HS 1.5x8 STP 1.5x8 STP 6x8 4x10 MT20HS 8x14 MT20HS 8x10 6x8 4x10 MT20HS 5x6 8x14 MT20HS 3x6 3x6 10x16 MT20HS 3x4 10x16 MT20HS 12x14 5x8 5x8 3x6 3x6 6x8 7x10 HHUS28-2 LUS26 HTU26 HTU26 HTU26 HTU26 HTU26 LUS26 HTU26 LUS26 LUS26 LUS26 LUS26 7-1-8 7-1-8 10-1-8 3-0-0 15-0-0 4-10-8 16-1-12 1-1-12 18-6-0 2-4-4 25-5-12 6-11-12 33-0-0 7-6-4 -2-0-0 2-0-0 7-1-8 7-1-8 10-1-8 3-0-0 16-1-12 6-0-4 18-6-0 2-4-4 25-5-12 6-11-12 33-0-0 7-6-4 0-4-39-7-30-4-32-0-06.00 12 Plate Offsets (X,Y)-- [2:1-9-11,0-6-12], [2:0-8-7,Edge], [4:0-5-0,Edge], [6:0-1-4,0-2-0], [7:0-3-12,0-3-0], [10:0-3-12,Edge], [10:0-3-12,0-2-0], [11:0-6-4,0-2-8], [14:0-9-0,0-6-4], [16:0-5-12,0-2-0], [18:0-3-0,0-6-0], [19:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.72 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.63 -0.75 0.24 (loc) 15 15 10 l/defl >617 >516 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 531 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP M 31, 8-10: 2x6 SP M 26 BOT CHORD 2x8 SP 2400F 2.0E *Except* 6-16: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 14-18: 2x4 SP M 31, 7-13: 2x4 SP No.1 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 7-4-14 oc bracing. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 6-13, 7-13, 9-13 REACTIONS.(lb/size)2=8879/0-8-0, 10=10361/0-8-0 Max Horz 2=425(LC 24) Max Uplift 2=-5862(LC 8), 10=-6581(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-18368/11789, 3-4=-16985/10987, 4-5=-16973/10995, 5-6=-19174/12321, 6-7=-14185/9185, 7-8=-14238/9187, 8-9=-14278/9166, 9-10=-19942/12666 BOT CHORD 2-19=-10506/16324, 19-21=-10506/16324, 18-21=-10506/16324, 18-22=-499/793, 17-22=-499/793, 17-23=-499/793, 16-23=-499/793, 14-16=-1319/2432, 6-14=-5364/8541, 14-24=-10728/17089, 13-24=-10685/17013, 13-25=-11258/17847, 25-26=-11258/17847, 12-26=-11258/17847, 12-27=-11258/17847, 11-27=-11258/17847, 11-28=-11258/17847, 28-29=-11258/17847, 29-30=-11258/17847, 10-30=-11258/17847 WEBS 3-19=-1251/1902, 3-18=-1517/1076, 5-18=-2659/1551, 14-18=-10262/16053, 5-14=-1104/2199, 6-13=-7682/4951, 7-13=-7802/12168, 9-13=-5750/3774, 9-11=-2823/4666 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 0-7-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss BGR Truss Type Roof Special Girder Qty 1 Ply 2 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035008 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Nov 19 14:51:52 2021 Page 2 Builders FirstSource, Tampa, Plant City, Florida 33566 ID:04mSCDre4HqPrm7D?pYzTJyIHgI-rWz3yZ28bOS9yMRQOtBihAo677jlmWwA3E5?xPyHmJb NOTES-(14) 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 5862 lb uplift at joint 2 and 6581 lb uplift at joint 10. 10) Use Simpson Strong-Tie HHUS28-2 (22-16d Girder, 8-16d Truss, Single Ply Girder) or equivalent at 7-1-8 from the left end to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong-Tie LUS26 (4-SD9112 Girder, 4-SD9212 Truss, Single Ply Girder) or equivalent spaced at 12-0-0 oc max. starting at 9-0-12 from the left end to 30-6-12 to connect truss(es) to back face of bottom chord. 12) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 4-0-0 oc max. starting at 11-0-12 from the left end to 23-0-12 to connect truss(es) to back 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: 1-7=-54, 7-10=-54, 2-16=-20, 15-16=-20, 10-14=-20 Concentrated Loads (lb) Vert: 16=-1190(B) 12=-1203(B) 19=-2387(B) 21=-1190(B) 22=-1190(B) 23=-1190(B) 24=-1203(B) 25=-1203(B) 26=-1205(B) 27=-1184(B) 28=-1182(B) 29=-1182(B) 30=-1182(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 2861855_BECKLING_RES Truss BH7 Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035009 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:47 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-CjKqKRP6dhy5Me246zV8DC2z0OdJjgXwwm1elOyHy?o Scale = 1:76.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 28 29 4x6 1.5x8 STP 1.5x8 STP 3x4 3x4 2x4 2x4 7x10 4x6 5x8 2x4 5x6 3x4 3x4 2x4 2x4 3x6 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 11-0-0 11-0-0 15-0-0 4-0-0 16-1-12 1-1-12 26-0-0 9-10-4 33-0-0 7-0-0 -2-0-0 2-0-0 7-0-0 7-0-0 11-0-0 4-0-0 15-0-0 4-0-0 16-1-12 1-1-12 20-4-4 4-2-8 26-0-0 5-7-12 33-0-0 7-0-0 35-0-0 2-0-0 0-4-35-10-30-4-32-0-05-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [4:0-3-0,0-2-0], [12:0-3-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.75 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.84 0.13 (loc) 10-12 10-12 8 l/defl >999 >463 n/a L/d 240 180 n/a PLATES MT20 Weight: 345 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-14: 2x4 SP No.3, 11-12,8-11: 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 12-14 REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-278(LC 6) Max Uplift 2=-1649(LC 8), 8=-1777(LC 8) Max Grav 2=2580(LC 29), 8=2751(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4651/2750, 3-4=-4406/2663, 4-5=-6708/4014, 5-6=-6796/4041, 6-7=-4595/2735, 7-8=-5192/2961 BOT CHORD 2-16=-2330/4214, 5-12=-564/566, 10-12=-3635/6323, 8-10=-2393/4574 WEBS 3-16=-434/435, 4-16=-982/656, 12-16=-2280/4488, 4-12=-2137/3771, 6-12=-118/687, 6-10=-1988/1436, 7-10=-849/1933 NOTES-(12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 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 1649 lb uplift at joint 2 and 1777 lb uplift at joint 8. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 329 lb down and 319 lb up at 11-0-0, and 320 lb down and 347 lb up at 26-0-0 on top chord, and 619 lb down and 342 lb up at 11-0-0, and 497 lb down and 208 lb up at 25-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss BH7 Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035009 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:47 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-CjKqKRP6dhy5Me246zV8DC2z0OdJjgXwwm1elOyHy?o 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." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 7-9=-54, 2-14=-20, 13-14=-20, 8-12=-20 Concentrated Loads (lb) Vert: 7=-113(F) 14=-47(F) 5=-101(F) 16=-498(F) 4=-105(F) 10=-308(F) 18=-101(F) 19=-99(F) 20=-99(F) 21=-99(F) 22=-99(F) 23=-99(F) 24=-47(F) 25=-48(F) 26=-48(F) 27=-48(F) 28=-48(F) 29=-48(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 2861855_BECKLING_RES Truss BH9 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035010 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:48 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-gwtCYnQkO?4y_odGgg1NmPb54ov7S3p39QmBHryHy?n Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 19 20 21 22 23 24 4x6 1.5x8 STP 1.5x8 STP 6x8 6x8 3x6 3x4 2x4 3x8 3x6 2x4 6x8 5x8 3x4 2x4 2x4 2x4 3x6 8-0-0 8-0-0 15-0-0 7-0-0 16-1-12 1-1-12 24-0-0 7-10-4 33-0-0 9-0-0 -2-0-0 2-0-0 8-0-0 8-0-0 13-0-0 5-0-0 15-0-0 2-0-0 16-1-12 1-1-12 24-0-0 7-10-4 27-0-0 3-0-0 33-0-0 6-0-0 35-0-0 2-0-0 0-4-36-10-30-4-32-0-06-10-36.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [5:0-4-0,0-1-15], [7:0-4-0,0-1-15], [13:0-2-12,0-3-0], [17:0-2-6,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.97 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.50 0.11 (loc) 11-13 11-13 9 l/defl >999 >770 n/a L/d 240 180 n/a PLATES MT20 Weight: 192 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-15: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 5-17, 7-13 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=-325(LC 10) Max Uplift 2=-946(LC 12), 9=-942(LC 12) Max Grav 2=1363(LC 17), 9=1338(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2127/1565, 3-5=-2097/1798, 5-6=-2224/1828, 6-7=-2249/1840, 7-8=-1968/1526, 8-9=-2149/1601 BOT CHORD 2-17=-1271/1962, 6-13=-543/650, 11-13=-1021/1726, 9-11=-1232/1830 WEBS 3-17=-439/533, 5-17=-252/132, 13-17=-1132/1956, 5-13=-795/1059, 7-13=-520/712, 7-11=-156/419, 8-11=-228/292 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 to 13-0-0, Exterior(2R) 13-0-0 to 21-5-13, Interior(1) 21-5-13 to 24-0-0, Exterior(2R) 24-0-0 to 32-8-0, Interior(1) 32-8-0 to 35-0-13 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 946 lb uplift at joint 2 and 942 lb uplift at joint 9. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss BH11 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035011 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:42 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-rmWxHjMzo9JoGt96KPwzW8L4xNus2OZAnUJt4ByHy?t Scale = 1:69.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 18 19 20 21 22 23 4x6 1.5x8 STP 1.5x8 STP 4x6 3x6 3x4 2x4 3x4 3x4 6x8 5x8 4x10 MT20HS 3x8 2x4 2x4 2x4 3x6 8-0-0 8-0-0 15-0-0 7-0-0 16-1-12 1-1-12 22-0-0 5-10-4 33-0-0 11-0-0 -2-0-0 2-0-0 8-0-0 8-0-0 15-0-0 7-0-0 16-1-12 1-1-12 22-0-0 5-10-4 26-0-0 4-0-0 33-0-0 7-0-0 35-0-0 2-0-0 0-4-37-10-30-4-32-0-07-10-36.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [5:0-5-0,0-1-7], [8:0-2-9,0-1-8], [12:0-5-8,0-3-4], [16:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.83 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.64 0.12 (loc) 8-10 8-10 8 l/defl >999 >610 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 179 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-14: 2x4 SP No.3, 8-11: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-0-3 oc bracing. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 12-16, 5-10 REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-376(LC 10) Max Uplift 2=-946(LC 12), 8=-942(LC 12) Max Grav 2=1647(LC 17), 8=1569(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2600/1565, 3-5=-2547/1585, 5-6=-1856/1355, 6-7=-2118/1438, 7-8=-2348/1593 BOT CHORD 2-16=-1280/2470, 5-12=-416/1039, 10-12=-1019/2334, 8-10=-1223/2036 WEBS 3-16=-425/409, 12-16=-1316/2516, 3-12=-165/267, 5-10=-469/264, 6-10=-296/732, 7-10=-383/427 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 to 15-0-0, Exterior(2E) 15-0-0 to 22-0-0, Exterior(2R) 22-0-0 to 30-5-13, Interior(1) 30-5-13 to 35-0-13 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 946 lb uplift at joint 2 and 942 lb uplift at joint 8. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss BH13 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035012 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:43 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-Ky4JU3MbZTRfu0kJt7RC3MuDDnGFns4K?83QcdyHy?s Scale = 1:67.2 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 20 21 22 5x6 1.5x8 STP 1.5x8 STP 4x6 4x6 3x6 3x4 2x4 2x4 3x4 5x8 3x8 5x8 3x8 3x4 2x4 2x4 2x4 3x6 8-4-0 8-4-0 15-0-0 6-8-0 16-1-12 1-1-12 20-0-0 3-10-4 25-0-0 5-0-0 33-0-0 8-0-0 -2-0-0 2-0-0 8-4-0 8-4-0 15-0-0 6-8-0 16-1-12 1-1-12 17-0-0 0-10-4 20-0-0 3-0-0 25-0-0 5-0-0 33-0-0 8-0-0 35-0-0 2-0-0 0-4-38-10-30-4-32-0-08-10-36.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [5:0-3-0,0-2-0], [7:0-3-0,Edge], [14:0-2-4,0-2-0], [18:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.76 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.29 0.11 (loc) 15 2-18 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 195 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-16: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-14 oc bracing. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 14-18 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=-425(LC 10) Max Uplift 2=-946(LC 12), 9=-942(LC 12) Max Grav 2=1366(LC 17), 9=1338(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2125/1492, 3-4=-2077/1540, 4-5=-2054/1728, 5-6=-1423/1238, 6-8=-1657/1306, 8-9=-2124/1505 BOT CHORD 2-18=-1211/2039, 4-14=-324/421, 13-14=-740/1580, 11-13=-1138/1797, 9-11=-1138/1797 WEBS 3-18=-434/396, 14-18=-1249/2089, 5-14=-851/1143, 5-13=-299/174, 6-13=-373/550, 8-13=-626/542, 8-11=0/285 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 to 17-0-0, Exterior(2E) 17-0-0 to 20-0-0, Exterior(2R) 20-0-0 to 28-5-13, Interior(1) 28-5-13 to 35-0-13 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 946 lb uplift at joint 2 and 942 lb uplift at joint 9. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss C Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035013 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:49 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-86Rbl7RM8JCpcxBSENYcId8H?CILBipCO4WlqHyHy?m Scale = 1:45.0 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 4x6 1.5x8 STP 4x6 4x6 3x6 4x6 3x4 2x4 3x4 2x4 10-8-0 10-8-0 14-8-0 4-0-0 25-1-4 10-5-4 -2-0-0 2-0-0 7-0-0 7-0-0 10-8-0 3-8-0 14-8-0 4-0-0 18-4-0 3-8-0 25-1-4 6-9-4 0-4-35-8-30-5-95-8-36.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.78 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.68 0.05 (loc) 7-8 7-8 7 l/defl >785 >435 n/a L/d 240 180 n/a PLATES MT20 Weight: 112 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 2-11-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-13 oc bracing. REACTIONS. (size)7=0-5-4, 2=0-8-0 Max Horz 2=296(LC 11) Max Uplift 7=-555(LC 12), 2=-780(LC 12) Max Grav 7=1112(LC 18), 2=1257(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1674/1183, 3-4=-1405/1034, 4-5=-1219/974, 5-6=-1408/1047, 6-7=-1690/1181 BOT CHORD 2-10=-926/1612, 8-10=-594/1293, 7-8=-899/1431 WEBS 3-10=-443/452, 4-10=-247/509, 5-8=-273/525, 6-8=-452/479 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 to 10-8-0, Exterior(2E) 10-8-0 to 14-8-0, Exterior(2R) 14-8-0 to 23-1-13, Interior(1) 23-1-13 to 24-10-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 555 lb uplift at joint 7 and 780 lb uplift at joint 2. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss CGR Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035014 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:51 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-5VZLAoTcgwSWrFLrLoa4N2Dgq??xfTTVrO?ru9yHy?k Scale = 1:46.8 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 4x6 1.5x8 STP 4x6 4x12 5x8 6x12 MT20HS 3x8 3x8 6x8 6x8 5x8 3x8 HGUS26-2 LUS26 HTU26 HTU26 HTU26 HTU26 HTU26 LUS26 HTU26 7-1-8 7-1-8 11-7-0 4-5-8 13-9-0 2-2-0 19-0-0 5-3-0 25-1-4 6-1-4 -2-0-0 2-0-0 7-1-8 7-1-8 11-7-0 4-5-8 13-9-0 2-2-0 19-0-0 5-3-0 25-1-4 6-1-4 0-4-36-1-110-5-96-1-116.00 12 Plate Offsets (X,Y)-- [2:0-1-11,Edge], [5:0-3-8,0-2-4], [7:Edge,0-1-12], [8:0-4-12,0-1-8], [9:0-3-8,0-4-0], [10:0-3-12,0-4-4], [12:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.71 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 -0.39 0.10 (loc) 10-12 8-9 7 l/defl >972 >764 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 292 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-5: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-5-9 oc bracing. REACTIONS. (size)7=0-5-4, 2=0-8-0 Max Horz 2=317(LC 24) Max Uplift 7=-4885(LC 8), 2=-4128(LC 8) Max Grav 7=7747(LC 2), 2=6164(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12622/8131, 3-4=-9741/6330, 4-5=-8763/5777, 5-6=-9755/6319, 6-7=-13977/8796 BOT CHORD 2-12=-7092/11123, 10-12=-7092/11123, 9-10=-5429/8763, 8-9=-7681/12326, 7-8=-7681/12326 WEBS 3-12=-1984/3051, 3-10=-3141/2178, 4-10=-2693/4171, 5-9=-2642/4205, 6-9=-4387/2679, 6-8=-2300/4058 NOTES-(15) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-7-0 oc, Except member 10-3 2x4 - 1 row at 0-9-0 oc, member 10-4 2x4 - 1 row at 0-9-0 oc, member 9-5 2x4 - 1 row at 0-9-0 oc, member 9-6 2x4 - 1 row at 0-9-0 oc, member 6-8 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4885 lb uplift at joint 7 and 4128 lb uplift at joint 2. Continued on page 2 November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss CGR Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035014 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:51 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-5VZLAoTcgwSWrFLrLoa4N2Dgq??xfTTVrO?ru9yHy?k NOTES-(15) 11) 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. 12) Use Simpson Strong-Tie LUS26 (4-SD9112 Girder, 4-SD9212 Truss, Single Ply Girder) or equivalent spaced at 12-0-0 oc max. starting at 9-0-12 from the left end to 21-0-12 to connect truss(es) to front face of bottom chord. 13) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 4-0-0 oc max. starting at 11-0-12 from the left end to 23-0-12 to connect truss(es) to front face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) "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=-54, 4-5=-54, 5-7=-54, 2-7=-20 Concentrated Loads (lb) Vert: 11=-1190(F) 12=-2342(F) 8=-1203(F) 14=-1190(F) 15=-1190(F) 16=-1190(F) 17=-1203(F) 18=-1205(F) 19=-1203(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 2861855_BECKLING_RES Truss CH7 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035015 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:52 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-Zh7jN8TEREaNTPw1vW5JwFlolPIjO_kf42kPQcyHy?j Scale = 1:46.6 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 17 18 5x8 1.5x8 STP 1.5x8 STP 5x8 4x6 3x6 4x6 2x4 3x8 2x4 2x4 Special NAILED NAILED NAILED NAILED NAILED Special Special NAILED NAILED NAILED NAILED NAILED Special 7-0-0 7-0-0 12-8-0 5-8-0 18-4-0 5-8-0 25-1-4 6-9-4 -2-0-0 2-0-0 7-0-0 7-0-0 12-8-0 5-8-0 18-4-0 5-8-0 25-1-4 6-9-4 0-4-33-10-30-5-93-10-36.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8], [5:0-5-8,0-2-4], [6:0-0-0,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.93 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 -0.29 0.11 (loc) 8-10 8-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 114 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *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 or 2-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-0-0 oc bracing. REACTIONS. (size)6=0-5-4, 2=0-8-0 Max Horz 2=206(LC 7) Max Uplift 6=-1164(LC 8), 2=-1384(LC 8) Max Grav 6=1976(LC 30), 2=2110(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3695/2155, 3-4=-4043/2541, 4-5=-4043/2541, 5-6=-3714/2190 BOT CHORD 2-10=-1800/3291, 8-10=-1806/3318, 7-8=-1813/3199, 6-7=-1807/3172 WEBS 3-10=-138/654, 3-8=-665/1033, 4-8=-750/761, 5-8=-678/1048, 5-7=-159/674 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1164 lb uplift at joint 6 and 1384 lb uplift at joint 2. 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) 320 lb down and 347 lb up at 7-0-0, and 320 lb down and 347 lb up at 18-4-0 on top chord, and 497 lb down and 208 lb up at 7-0-0, and 497 lb down and 208 lb up at 18-3-4 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 Continued on page 2 November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss CH7 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035015 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:52 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-Zh7jN8TEREaNTPw1vW5JwFlolPIjO_kf42kPQcyHy?j LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-6=-54, 2-6=-20 Concentrated Loads (lb) Vert: 3=-113(B) 5=-113(B) 9=-48(B) 10=-308(B) 8=-48(B) 4=-99(B) 7=-308(B) 11=-99(B) 13=-99(B) 14=-99(B) 15=-99(B) 16=-48(B) 17=-48(B) 18=-48(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 2861855_BECKLING_RES Truss CH9 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035016 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:54 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-V3FUoqVVzrq5ij4Q1x8n?gr8_Dzhsz0xXMDWVUyHy?h Scale = 1:46.6 1 2 3 4 5 6 7 10 9 8 11 12 13 14 4x6 1.5x8 STP 1.5x8 STP 4x6 4x6 3x6 3x4 3x4 2x4 3x4 2x4 9-0-0 9-0-0 16-4-0 7-4-0 25-1-4 8-9-4 -2-0-0 2-0-0 6-0-0 6-0-0 9-0-0 3-0-0 16-4-0 7-4-0 19-4-0 3-0-0 25-1-4 5-9-4 0-4-34-10-30-5-94-10-36.00 12 Plate Offsets (X,Y)-- [4:0-3-8,0-2-4], [5:0-3-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.90 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.48 -0.61 0.06 (loc) 2-10 2-10 7 l/defl >611 >481 n/a L/d 240 180 n/a PLATES MT20 Weight: 106 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-10 oc bracing. REACTIONS. (size)7=0-5-4, 2=0-8-0 Max Horz 2=255(LC 11) Max Uplift 7=-555(LC 12), 2=-780(LC 12) Max Grav 7=1134(LC 18), 2=1279(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1792/1231, 3-4=-1575/1136, 4-5=-1401/1073, 5-6=-1593/1145, 6-7=-1811/1232 BOT CHORD 2-10=-974/1687, 8-10=-746/1461, 7-8=-959/1540 WEBS 3-10=-329/316, 4-10=-161/502, 5-8=-179/519, 6-8=-340/356 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 to 9-0-0, Exterior(2E) 9-0-0 to 24-10-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 555 lb uplift at joint 7 and 780 lb uplift at joint 2. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss CJ1 Truss Type Corner Jack Qty 8 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035017 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:55 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-zGps0AW7k9yyKsfcaef0YuNLNdXjbSy5m0z31xyHy?g 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 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.70 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=-112(LC 17), 2=-449(LC 12) Max Grav 3=224(LC 12), 2=301(LC 17), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; 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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 112 lb uplift at joint 3 and 449 lb uplift at joint 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss CJ3 Truss Type Corner Jack Qty 6 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035018 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:56 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-RSMEDWWlVS4py0Ep8MAF45wTY0s?KvCE?gicaNyHy?f 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 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.86 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 2-3-13 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=33(LC 8), 2=301(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; 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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 33 lb uplift at joint 3 and 346 lb uplift at joint 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss CJ3B Truss Type Corner Jack Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035019 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:57 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-vewcQsXNGmCgZAp?i3hUdITeIQ4k3MSODKSA6pyHy?e Scale = 1:22.4 1 2 3 8 7 6 4 5 3x6 1.5x8 STP 3x6 3x6 2x4 0-9-0 0-9-0 1-0-0 0-3-0 3-0-0 2-0-0 -2-0-0 2-0-0 1-0-0 1-0-0 3-0-0 2-0-0 0-4-33-10-31-5-83-10-36.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.86 0.62 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.01 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 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 2-3-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=183(LC 12) Max Uplift 4=-30(LC 9), 2=-344(LC 12) Max Grav 4=43(LC 17), 2=307(LC 17), 5=36(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-608/171 BOT CHORD 2-8=-124/449, 3-8=-124/428 NOTES-(7) 1) Wind: ASCE 7-16; 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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 30 lb uplift at joint 4 and 344 lb uplift at joint 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss CJ5 Truss Type Corner Jack Qty 7 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035020 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:57 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-vewcQsXNGmCgZAp?i3hUdITeIQ9L3MSODKSA6pyHy?e Scale = 1:19.5 1 2 5 3 4 3x6 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)-- [2:0-6-0,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.86 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 2-3-13 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=127(LC 17), 2=353(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; 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(2E) -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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 99 lb uplift at joint 3 and 329 lb uplift at joint 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss CJ5B Truss Type Corner Jack Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035021 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:58 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-NrU_eBY?14KXBKNBGmCj9W?p2qQAophXS_BjeFyHy?d Scale = 1:27.4 1 2 3 8 7 6 9 4 5 3x6 1.5x8 STP 3x4 3x4 3x4 0-9-0 0-9-0 1-0-0 0-3-0 5-0-0 4-0-0 -2-0-0 2-0-0 1-0-0 1-0-0 5-0-0 4-0-0 0-4-34-10-32-5-84-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.86 0.61 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.06 -0.08 (loc) 5-6 5-6 5 l/defl >999 >861 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 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 2-3-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=244(LC 12) Max Uplift 4=-96(LC 12), 2=-327(LC 12) Max Grav 4=129(LC 17), 2=359(LC 17), 5=77(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-655/144 BOT CHORD 2-8=-84/361, 3-8=-145/515 NOTES-(7) 1) Wind: ASCE 7-16; 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(2E) -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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 96 lb uplift at joint 4 and 327 lb uplift at joint 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss CJ5C Truss Type Corner Jack Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035022 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:59 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-s12NrXZeoNSOpUyNpUjyijYzXErpXGxhhdxHAiyHy?c Scale = 1:17.9 1 2 3 2x4 1.5x8 STP 5-0-0 5-0-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 Plate Offsets (X,Y)-- [1:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.88 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 1-3 1-3 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=152(LC 12) Max Uplift 1=-65(LC 12), 2=-161(LC 12) Max Grav 1=181(LC 17), 2=164(LC 17), 3=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; 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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 65 lb uplift at joint 1 and 161 lb uplift at joint 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss CJ7 Truss Type CORNER JACK Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035023 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:33:59 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-s12NrXZeoNSOpUyNpUjyijYz8EnxXGxhhdxHAiyHy?c Scale: 1/2"=1' 1 2 5 6 3 44x6 1.5x8 STP 7-0-0 7-0-0 -2-0-0 2-0-0 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 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.57 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.20 -0.00 (loc) 2-4 2-4 3 l/defl >638 >399 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 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 3-10-4 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=304(LC 12) Max Uplift 3=-176(LC 12), 2=-341(LC 12) Max Grav 3=200(LC 17), 2=421(LC 17), 4=118(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 176 lb uplift at joint 3 and 341 lb uplift at joint 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss CJ9 Truss Type Corner Jack Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035024 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:00 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-KDcl3taGZhaFQeXaNBEBFx59Te2xGg8qwHgqj8yHy?b Scale = 1:29.1 1 2 3 6 7 4 53x6 1.5x8 STP 3x6 2x4 8-8-8 8-8-8 9-0-0 0-3-8 -2-0-0 2-0-0 6-0-0 6-0-0 9-0-0 3-0-0 0-4-34-10-34-5-84-10-36.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.78 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.45 -0.00 (loc) 2-6 2-6 5 l/defl >472 >230 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 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 8-3-8 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=365(LC 12) Max Uplift 4=-65(LC 12), 2=-362(LC 12), 5=-171(LC 12) Max Grav 4=51(LC 17), 2=495(LC 17), 5=319(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-253/111 BOT CHORD 2-6=-446/270 WEBS 3-6=-398/658 NOTES-(7) 1) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 to 8-11-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 65 lb uplift at joint 4, 362 lb uplift at joint 2 and 171 lb uplift at joint 5. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss CJD Truss Type Corner Jack Qty 2 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035025 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:01 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-oQA7GDauK?i62o6mxvmQn8dMs1aj?ARz8xQNFayHy?a Scale = 1:11.1 1 2 3 43x4 1.5x8 STP 1-7-5 1-7-5 -2-0-0 2-0-0 1-7-5 1-7-5 0-4-31-1-130-9-21-1-136.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.70 0.04 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: 9 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 1-7-5 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=143(LC 12) Max Uplift 3=-39(LC 1), 2=-356(LC 12) Max Grav 3=101(LC 12), 2=268(LC 17), 4=31(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; 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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 39 lb uplift at joint 3 and 356 lb uplift at joint 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss CJD1 Truss Type Corner Jack Qty 2 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035026 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:02 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-GckVUZbW5IqygxhyVcHfKMASARtNkdh7Nb9xn1yHy?Z Scale = 1:16.7 1 2 3 4 4x6 1.5x8 STP 4-6-5 4-6-5 -2-3-11 2-3-11 4-6-5 4-6-5 0-4-32-3-111-11-42-3-115.20 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.98 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 -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.1 BOT CHORD 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)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=211(LC 12) Max Uplift 3=-70(LC 9), 2=-379(LC 12) Max Grav 3=91(LC 17), 2=361(LC 17), 4=83(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; 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 Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 70 lb uplift at joint 3 and 379 lb uplift at joint 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss CJD2 Truss Type Corner Jack Qty 2 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035027 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:03 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-koHthvc8rczpH5G92KousZjgdrGvT4xGcFvUJTyHy?Y Scale = 1:11.1 1 2 3 44x6 1.5x8 STP 1-10-11 1-10-11 -2-3-11 2-3-11 1-10-11 1-10-11 0-4-31-2-00-9-91-2-05.20 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.81 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-11 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=143(LC 12) Max Uplift 3=-39(LC 1), 2=-396(LC 12) Max Grav 3=102(LC 12), 2=298(LC 17), 4=36(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; 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 Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 39 lb uplift at joint 3 and 396 lb uplift at joint 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss CJD3 Truss Type Corner Jack Qty 2 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035028 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:03 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-koHthvc8rczpH5G92KousZjdfrFPT4xGcFvUJTyHy?Y Scale = 1:14.0 1 2 3 4 4x6 1.5x8 STP 3-2-11 3-2-11 -2-3-11 2-3-11 3-2-11 3-2-11 0-4-31-8-150-4-71-4-81-8-155.20 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 1.00 0.09 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: 14 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. 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=177(LC 12) Max Uplift 3=-29(LC 9), 2=-395(LC 12) Max Grav 3=40(LC 8), 2=332(LC 17), 4=57(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; 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 Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 29 lb uplift at joint 3 and 395 lb uplift at joint 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss CJG Truss Type Corner Jack Qty 4 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035029 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:04 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-C?rGuFdmcw5gvFrLc1J7PnFtTFcYCXAQqve1svyHy?X Scale = 1:10.6 1 2 3 44x6 1-5-0 1-5-0 -2-0-0 2-0-0 1-5-0 1-5-0 0-4-31-0-116.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.67 0.03 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: 8 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 1-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-0, 4=Mechanical Max Horz 2=137(LC 12) Max Uplift 3=-48(LC 1), 2=-362(LC 12) Max Grav 3=118(LC 12), 2=265(LC 17), 4=28(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; 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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 48 lb uplift at joint 3 and 362 lb uplift at joint 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss CJG1 Truss Type Corner Jack Qty 4 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035030 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:05 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-gBPe6bdONDDXXPQXAkqMy_o17fpAx_QZ3ZObOLyHy?W Scale = 1:17.6 1 2 3 4 3x4 4-2-11 4-2-11 -2-0-0 2-0-0 4-2-11 4-2-11 0-4-32-5-82-0-142-5-86.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.74 0.58 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 0.08 -0.00 (loc) 2-4 2-4 3 l/defl >551 >582 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 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 4-2-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=220(LC 12) Max Uplift 3=-78(LC 9), 2=-395(LC 12), 4=-75(LC 8) Max Grav 3=106(LC 17), 2=301(LC 1), 4=80(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; 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(2E) 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 78 lb uplift at joint 3, 395 lb uplift at joint 2 and 75 lb uplift at joint 4. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss CJG2 Truss Type Corner Jack Qty 4 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035031 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:06 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-8Nz0Jxe18XLO8Z?kkSLbUCL9O270gRgjID78woyHy?V Scale = 1:19.4 1 2 3 45x8 6-1-7 6-1-7 -2-5-1 2-5-1 6-1-7 6-1-7 0-4-32-10-84.95 12 Plate Offsets (X,Y)-- [2:0-4-0,0-2-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.90 0.67 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 0.12 -0.00 (loc) 2-4 2-4 3 l/defl >557 >583 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-5-4 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-0, 4=Mechanical Max Horz 2=247(LC 12) Max Uplift 3=-129(LC 12), 2=-511(LC 12), 4=-111(LC 8) Max Grav 3=164(LC 17), 2=391(LC 1), 4=119(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; 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 Corner(3) 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 129 lb uplift at joint 3, 511 lb uplift at joint 2 and 111 lb uplift at joint 4. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss DGR Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035032 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:07 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-daXOXGffvrTFmjawH9sq1PtK5SYfPnasXttiSEyHy?U Scale = 1:32.4 1 2 3 4 5 6 7 12 11 10 9 8131415 16 17 5x6 1.5x8 STP 1.5x8 STP 6x12 MT20HS 8x14 MT20HS 6x12 MT20HS 6x8 5x8 6x8 3x6 8x10 7x10 3x8 HHUS28-2 HTU26 HUS28 HUS28 Special 3-6-12 3-6-12 6-3-12 2-9-0 9-11-4 3-7-8 12-8-4 2-9-0 16-3-0 3-6-12 -2-0-0 2-0-0 3-6-12 3-6-12 6-3-12 2-9-0 9-11-4 3-7-8 12-8-4 2-9-0 16-3-0 3-6-12 0-4-32-1-92-11-100-4-32-11-106.00 12 3.68 12 Plate Offsets (X,Y)-- [2:0-4-13,0-2-5], [3:0-5-0,0-3-0], [4:0-8-12,0-2-8], [5:0-2-8,0-4-12], [6:0-6-0,0-2-9], [7:0-3-11,Edge], [8:0-5-4,0-1-8], [9:0-5-0,0-5-4], [10:0-3-8,0-6-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.33 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.19 -0.03 (loc) 9-10 9-10 7 l/defl >969 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 207 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-11-11 oc bracing. REACTIONS. (size)7=0-8-0, 2=0-8-0 Max Horz 2=148(LC 7) Max Uplift 7=-5769(LC 8), 2=-3004(LC 8) Max Grav 7=5855(LC 1), 2=3675(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6872/5328, 3-4=-8385/6672, 4-5=-8681/7421, 5-6=-8954/7616, 6-7=-9535/8904 BOT CHORD 2-12=-4670/6065, 10-12=-4617/6010, 9-10=-6309/8103, 8-9=-8051/8585, 7-8=-7859/8446 WEBS 3-12=-630/604, 3-10=-1901/2324, 4-10=-1115/1915, 5-9=-2083/2469, 6-9=-148/1066, 6-8=-2214/1599, 4-9=-1264/780 NOTES-(17) 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: 2x8 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5769 lb uplift at joint 7 and 3004 lb uplift at joint 2. 11) Use Simpson Strong-Tie HHUS28-2 (22-SD10212 Girder, 8-SD10212 Truss) or equivalent at 7-1-8 from the left end to connect truss(es) to back face of bottom chord. 12) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 9-0-12 from the left end to connect truss(es) to back face of bottom chord. 13) Use Simpson Strong-Tie HUS28 (22-16d Girder, 8-16d Truss, Single Ply Girder) or equivalent at 11-0-12 from the left end to connect truss(es) to back face of bottom chord. Continued on page 2 November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss DGR Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035032 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:07 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-daXOXGffvrTFmjawH9sq1PtK5SYfPnasXttiSEyHy?U NOTES-(17) 14) Use Simpson Strong-Tie HUS28 (22-SD10212 Girder, 8-SD10212 Truss) or equivalent at 13-0-12 from the left end to connect truss(es) to back face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1406 lb down and 1580 lb up at 15-0-12 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=-54, 3-4=-54, 4-5=-54, 5-6=-54, 6-7=-54, 2-7=-20 Concentrated Loads (lb) Vert: 13=-2808(B) 14=-1397(B) 15=-1426(B) 16=-1344(B) 17=-1272(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 2861855_BECKLING_RES Truss DH4 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035033 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:09 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-Zyf8yyhvRSjz?0jIPavI6qzm5GB_tln9_BMoX7yHy?S Scale = 1:32.4 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 4x12 1.5x8 STP 1.5x8 STP 5x8 4x6 4x12 3x4 3x4 3x4 2x4 4x6 5x8 2x4 Special NAILED Special NAILED NAILED Special NAILED Special Special NAILED Special NAILED NAILED Special NAILED Special 1-7-0 1-7-0 5-6-4 3-11-4 10-8-12 5-2-7 14-8-0 3-11-4 16-3-0 1-7-0 -2-0-0 2-0-0 1-7-0 1-7-0 5-6-4 3-11-4 10-8-12 5-2-7 14-8-0 3-11-4 16-3-0 1-7-0 0-4-31-1-112-4-30-4-32-4-36.00 12 3.68 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [4:0-5-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.53 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.12 0.04 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 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 3-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-7-14 oc bracing. REACTIONS. (size)7=0-8-0, 2=0-8-0 Max Horz 2=115(LC 7) Max Uplift 7=-384(LC 8), 2=-624(LC 8) Max Grav 7=1011(LC 36), 2=1151(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1941/449, 3-4=-1944/717, 4-5=-1843/757, 5-6=-1944/761, 6-7=-1751/648 BOT CHORD 2-12=-368/1687, 11-12=-358/1705, 9-11=-600/1822, 8-9=-517/1460, 7-8=-522/1459 WEBS 3-11=-384/613, 6-9=-215/458 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 384 lb uplift at joint 7 and 624 lb uplift at joint 2. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (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) 454 lb down and 266 lb up at 1-7-0, 410 lb down and 191 lb up at 5-6-4, and 410 lb down and 191 lb up at 10-8-12, and 423 lb down and 250 lb up at 14-8-0 on top chord, and 17 lb down at 1-7-0, 71 lb down at 5-6-4, and 71 lb down at 10-7-15, and 17 lb down at 14-6-15 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 Continued on page 2 November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss DH4 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035033 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:09 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-Zyf8yyhvRSjz?0jIPavI6qzm5GB_tln9_BMoX7yHy?S LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5-6=-54, 6-7=-54, 2-7=-20 Concentrated Loads (lb) Vert: 3=69(F) 4=-3(F) 5=-3(F) 6=67(F) 11=-35(F) 9=-35(F) 14=-0(F) 15=-0(F) 18=-16(F) 19=-16(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 2861855_BECKLING_RES Truss EJ4D Truss Type Jack-Open Qty 4 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035034 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:11 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-VLmvNei9z3zhFKthW?xmBF21m3zILhvSRVrvb?yHy?Q Scale = 1:17.0 1 2 3 4 3x4 1.5x8 STP 4-0-0 4-0-0 -2-0-0 2-0-0 4-0-0 4-0-0 0-4-32-4-31-11-82-4-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.86 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 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 2-3-13 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=214(LC 12) Max Uplift 3=-65(LC 9), 2=-331(LC 12) Max Grav 3=82(LC 17), 2=323(LC 17), 4=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; 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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 65 lb uplift at joint 3 and 331 lb uplift at joint 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss EJ6G Truss Type Jack-Open Qty 2 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035035 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:12 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-zXKHa_jnkN5YsUSt4jS?kTbE2TDf489bg9aT8SyHy?P Scale = 1:21.9 1 2 5 3 6 4 4x6 6-0-0 6-0-0 -2-0-0 2-0-0 6-0-0 6-0-0 0-4-33-4-32-11-83-4-36.00 12 Plate Offsets (X,Y)-- [2:0-8-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.76 0.53 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 0.09 -0.00 (loc) 2-4 2-4 3 l/defl >714 >755 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 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=0-3-0, 4=Mechanical Max Horz 2=277(LC 12) Max Uplift 3=-152(LC 12), 2=-445(LC 12), 4=-109(LC 8) Max Grav 3=180(LC 17), 2=356(LC 1), 4=116(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 to 5-11-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 152 lb uplift at joint 3, 445 lb uplift at joint 2 and 109 lb uplift at joint 4. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss EJ7 Truss Type Jack-Open Qty 35 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035036 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:13 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-RjufnKkQVhDPUe14eQzEGg7NctYDpbPkvpK0guyHy?O Scale: 1/2"=1' 1 2 5 6 3 44x6 1.5x8 STP 7-0-0 7-0-0 -2-0-0 2-0-0 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 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.57 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.20 -0.00 (loc) 2-4 2-4 3 l/defl >638 >399 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 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 3-10-4 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=304(LC 12) Max Uplift 3=-176(LC 12), 2=-341(LC 12) Max Grav 3=200(LC 17), 2=421(LC 17), 4=118(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 176 lb uplift at joint 3 and 341 lb uplift at joint 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss EJ7A Truss Type Jack-Open Qty 8 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035037 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:14 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-vwS1?gk2G_LG6ncGC7UTpugYZHvFY2fu8T3ZCKyHy?N Scale: 1/2"=1' 1 2 6 5 7 8 3 4 4x6 1.5x8 STP 4x6 3x4 2-8-0 2-8-0 3-8-0 1-0-0 7-0-0 3-4-0 -2-0-0 2-0-0 2-8-0 2-8-0 3-8-0 1-0-0 7-0-0 3-4-0 0-4-33-10-32-10-31-0-06.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.89 0.46 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.29 0.04 (loc) 5-6 5 4 l/defl >444 >271 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 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 2-2-0 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=304(LC 12) Max Uplift 3=-176(LC 12), 2=-341(LC 12) Max Grav 3=206(LC 17), 2=421(LC 17), 4=112(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 176 lb uplift at joint 3 and 341 lb uplift at joint 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss EJ7A1 Truss Type Jack-Open Qty 3 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035038 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:15 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-O60QC0lg1IT6jxBSlr0iM5CiNhFCHVv1M7p7kmyHy?M Scale: 1/2"=1' 1 2 6 5 7 8 3 4 4x6 1.5x8 STP 4x6 3x4 3-2-0 3-2-0 4-2-0 1-0-0 7-0-0 2-10-0 -2-0-0 2-0-0 3-2-0 3-2-0 4-2-0 1-0-0 7-0-0 2-10-0 0-4-33-10-32-10-33-5-81-0-06.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.89 0.47 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.30 0.01 (loc) 6 5-6 4 l/defl >445 >268 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 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 2-2-0 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=304(LC 12) Max Uplift 3=-176(LC 12), 2=-341(LC 12) Max Grav 3=205(LC 17), 2=421(LC 17), 4=112(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 176 lb uplift at joint 3 and 341 lb uplift at joint 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss EJ7A2 Truss Type Jack-Open Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035039 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:16 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-sIaoQLmIocbzL5mfJYXxuJls64cx0y9BbnYgHDyHy?L Scale = 1:24.6 1 2 3 7 6 8 4 5 3x4 1.5x8 STP 3x6 4x6 3x4 3-2-0 3-2-0 4-2-0 1-0-0 7-0-0 2-10-0 -2-0-0 2-0-0 3-2-0 3-2-0 4-2-0 1-0-0 6-3-5 2-1-5 7-0-0 0-8-11 0-4-33-5-133-8-82-8-81-0-06.00 12 3.68 12 12.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-2-0,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.95 0.44 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.32 -0.04 (loc) 7 6-7 4 l/defl >460 >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 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=297(LC 12) Max Uplift 4=-171(LC 12), 2=-345(LC 12) Max Grav 4=195(LC 17), 2=423(LC 17), 5=114(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 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 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 171 lb uplift at joint 4 and 345 lb uplift at joint 2. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss EJ7B Truss Type Jack-Open Qty 3 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035040 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:17 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-KV8AdhnwYvjqzFKrtG2ARWI07Us9lPOKqRIDpfyHy?K Scale = 1:32.6 1 2 3 8 7 6 9 10 4 5 3x6 1.5x8 STP 3x4 3x4 4x6 0-9-0 0-9-0 1-0-0 0-3-0 7-0-0 6-0-0 -2-0-0 2-0-0 1-0-0 1-0-0 7-0-0 6-0-0 0-4-35-10-33-5-85-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [6:0-0-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 1.00 0.83 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.20 -0.23 (loc) 5-6 5-6 5 l/defl >486 >399 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. 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=304(LC 12) Max Uplift 4=-172(LC 12), 2=-339(LC 12) Max Grav 4=203(LC 17), 2=428(LC 17), 5=115(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-499/33 BOT CHORD 2-8=-127/383, 3-8=-119/531 NOTES-(7) 1) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 172 lb uplift at joint 4 and 339 lb uplift at joint 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss G Truss Type Common Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035041 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:18 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-ohhYr1nYJDrhaPv1RzZPzkqGTuHqUksU251nL5yHy?J Scale = 1:27.0 1 2 3 4 6 5 7 8 9 10 5x6 1.5x8 STP 3x6 3x6 4x6 4x6 6-11-10 6-11-10 11-9-4 4-9-10 -2-0-0 2-0-0 6-11-10 6-11-10 11-9-4 4-9-10 0-4-33-10-01-5-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.48 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.32 0.31 -0.01 (loc) 2-6 2-6 5 l/defl >427 >451 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-4: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 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 5-4-9 oc bracing. REACTIONS. (size)2=0-3-8, 5=0-5-8 Max Horz 2=238(LC 11) Max Uplift 2=-722(LC 12), 5=-494(LC 12) Max Grav 2=556(LC 1), 5=413(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-509/1549, 3-4=-468/1626, 4-5=-384/1239 BOT CHORD 2-6=-1393/373 WEBS 3-6=-759/205, 4-6=-1290/336 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 to 6-11-10, Exterior(2E) 6-11-10 to 11-7-8 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 722 lb uplift at joint 2 and 494 lb uplift at joint 5. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss G1 Truss Type Common Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035042 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:19 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-GtFw2NoA4X_YCZUD_h4eWxNRcIcrDDydHlnKuYyHy?I Scale = 1:26.5 1 2 3 4 6 5 7 8 9 10 5x6 1.5x8 STP 3x6 3x6 3x4 3x6 6-11-10 6-11-10 11-0-0 4-0-6 -2-0-0 2-0-0 6-11-10 6-11-10 11-0-0 4-0-6 0-4-33-10-01-9-136.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.49 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.33 0.31 -0.01 (loc) 2-6 2-6 5 l/defl >391 >413 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-4: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 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 5-6-9 oc bracing. REACTIONS. (size)2=0-3-8, 5=0-8-0 Max Horz 2=248(LC 11) Max Uplift 2=-689(LC 12), 5=-458(LC 12) Max Grav 2=528(LC 1), 5=384(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-448/1347, 3-4=-395/1441, 4-5=-369/1279 BOT CHORD 2-6=-1275/318 WEBS 3-6=-584/165, 4-6=-1312/325 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -2-0-13 to 3-11-3, Interior(1) 3-11-3 to 6-11-10, Exterior(2E) 6-11-10 to 10-10-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 689 lb uplift at joint 2 and 458 lb uplift at joint 5. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss G2 Truss Type Common Qty 2 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035043 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:20 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-k4pJFjpprq6Pqi3QYObt39weDiwSylDmWPWuQ_yHy?H Scale = 1:26.5 1 2 3 5 4 3x4 1.5x8 STP 1.5x8 STP 4x6 2x4 6x8 6x8 8-8-0 8-8-0 4-7-10 4-7-10 8-8-0 4-0-6 1-6-33-10-01-9-136.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.60 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.31 -0.00 (loc) 4-5 4-5 4 l/defl >637 >319 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 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 9-4-1 oc bracing. REACTIONS. (size)5=0-8-0, 4=0-8-0 Max Horz 5=204(LC 11) Max Uplift 5=-193(LC 12), 4=-194(LC 12) Max Grav 5=310(LC 1), 4=310(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-241/359, 1-5=-236/457, 3-4=-196/308 BOT CHORD 4-5=-384/251 WEBS 2-4=-195/417 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 193 lb uplift at joint 5 and 194 lb uplift at joint 4. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss GH6 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035044 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:21 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-CGNhT3qRc8EGRsec6676bMSnM5HUhCfwl3GRyQyHy?G Scale: 3/8"=1' 1 2 3 4 5 6 7 81091112 5x6 1.5x8 STP 5x6 5x6 5x6 3x6 3x6 3x4 3x4 NAILED Special Special NAILED NAILED Special Special NAILED 6-3-4 6-3-4 7-7-15 1-4-11 7-8-0 0-0-1 13-11-4 6-3-4 -2-0-0 2-0-0 5-7-4 5-7-4 6-3-4 0-8-0 7-8-0 1-4-12 8-4-0 0-8-0 13-11-4 5-7-4 15-11-4 2-0-0 0-4-33-1-133-4-20-4-33-4-26.00 12 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.55 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 0.15 -0.05 (loc) 2-10 2-10 7 l/defl >933 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 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 4-3-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-1-9 oc bracing. REACTIONS. (size)2=0-3-8, 7=0-7-8 Max Horz 2=188(LC 7) Max Uplift 2=-1383(LC 8), 7=-1417(LC 8) Max Grav 2=1021(LC 29), 7=1045(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1655/2008, 3-4=-1499/1964, 4-5=-1396/1850, 5-6=-1485/1948, 6-7=-1657/2006 BOT CHORD 2-10=-1872/1505, 9-10=-1891/1491, 7-9=-1809/1453 WEBS 3-10=-323/198, 4-10=-424/293, 5-9=-357/248, 6-9=-358/202 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1383 lb uplift at joint 2 and 1417 lb uplift at joint 7. 8) "NAILED" indicates 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) 453 lb down and 412 lb up at 6-3-4, and 453 lb down and 412 lb up at 7-8-0 on top chord, and 160 lb down and 191 lb up at 6-3-5, and 160 lb down and 191 lb up at 7-7-3 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=-54, 3-4=-54, 4-5=-54, 5-6=-54, 6-8=-54, 2-7=-20 Continued on page 2 November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss GH6 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035044 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:22 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-gSx3gPr3NSM730DogpeL8a?y6VdjQfv3zj?_UsyHy?F LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-49(B) 4=-173(B) 5=-173(B) 6=-49(B) 10=-88(B) 9=-88(B) 11=-37(B) 12=-37(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 2861855_BECKLING_RES Truss HJ4D Truss Type Diagonal Hip Girder Qty 2 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035045 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:23 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-9fVRulrh8lU_hAo?DW9agnYDXv2e97uDCMlY1JyHy?E Scale = 1:16.8 1 2 5 3 6 4 2x4 NAILED NAILED NAILED NAILED 4-8-4 4-8-4 -2-4-6 2-4-6 4-8-4 4-8-4 0-4-32-3-151-11-82-3-155.08 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.25 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: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-9-0, 4=Mechanical Max Horz 2=212(LC 8) Max Uplift 3=-93(LC 6), 2=-386(LC 8) Max Grav 3=222(LC 24), 2=393(LC 28), 4=86(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) Wind: ASCE 7-16; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 93 lb uplift at joint 3 and 386 lb uplift at joint 2. 7) "NAILED" indicates 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=36(B) November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss HJ7 Truss Type Diagonal Hip Girder Qty 3 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035046 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:24 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-dr3p54sJv3crJKNBnEgpD?4N3JGfuW_MR0U5ZlyHy?D Scale = 1:25.1 1 2 3 7 6 8 9 10 4 11 12 13 53x8 2x4 3x4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6-0-0 6-0-0 9-6-9 3-6-9 9-10-1 0-3-8 -2-9-15 2-9-15 6-0-0 6-0-0 9-10-1 3-10-1 0-4-33-9-143-5-103-9-144.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.71 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.08 -0.01 (loc) 2-7 2-7 4 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 M 31 BOT CHORD 2x6 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 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=305(LC 24) Max Uplift 4=-106(LC 8), 2=-571(LC 8), 5=-179(LC 5) Max Grav 4=90(LC 17), 2=881(LC 28), 5=429(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1179/301 BOT CHORD 2-7=-334/759, 6-7=-334/759 WEBS 3-7=0/352, 3-6=-880/387 NOTES-(9) 1) Wind: ASCE 7-16; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 106 lb uplift at joint 4, 571 lb uplift at joint 2 and 179 lb uplift at joint 5. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=96(F=48, B=48) 10=-62(F=-14, B=-48) 13=-36(F=-18, B=-18) November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss HJ7A Truss Type Diagonal Hip Girder Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035047 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:26 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-ZDAaWmuZRgsZYdWavfiHIQAeT6wxMUdfuKzCdeyHy?B Scale = 1:19.6 1 2 3 4 12 11 10 9 87 13 5 14 15 63x6 3x6 5x6 2x4 2x4 2x4 3x4 NAILED NAILED NAILED NAILED 1-0-12 1-0-12 2-0-0 0-11-4 3-4-0 1-4-0 3-7-12 0-3-12 4-2-3 0-6-7 -2-9-15 2-9-15 2-0-0 2-0-0 3-4-0 1-4-0 4-2-3 0-10-3 0-4-33-9-141-9-144.24 12 Plate Offsets (X,Y)-- [3:0-3-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.70 0.78 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.07 0.03 (loc) 11 11 6 l/defl >688 >657 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 3-10,4-9: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. 10-0-0 oc bracing: 10-12 REACTIONS. (size)5=Mechanical, 2=0-10-9, 6=Mechanical Max Horz 2=181(LC 8) Max Uplift 5=-33(LC 5), 2=-486(LC 8), 6=-18(LC 13) Max Grav 5=84(LC 28), 2=536(LC 28), 6=142(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-830/294 BOT CHORD 2-12=-236/661 NOTES-(9) 1) Wind: ASCE 7-16; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 33 lb uplift at joint 5, 486 lb uplift at joint 2 and 18 lb uplift at joint 6. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 2-12=-20, 10-11=-20, 9-10=-20, 8-9=-20, 6-7=-20 Concentrated Loads (lb) Vert: 13=34(F=-14, B=48) 14=-18(F) November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss HJ7B Truss Type Diagonal Hip Girder Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035048 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:27 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-1Qkyj6uCC__PAn5mSMDWrdiuQWIi5rRo7_jlA4yHy?A Scale = 1:36.5 1 2 3 4 11 10 9 8 7 12 13 14 5 15 16 17 18 6 3x6 3x8 3x6 2x4 3x4 3x4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 1-0-12 1-0-12 2-0-0 0-11-4 6-0-0 4-0-0 9-6-9 3-6-9 9-10-1 0-3-8 -2-9-15 2-9-15 2-0-0 2-0-0 6-0-0 4-0-0 9-10-1 3-10-1 0-4-35-9-142-0-04.24 12 Plate Offsets (X,Y)-- [3:0-1-4,0-1-8], [11:0-3-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.69 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.11 0.04 (loc) 10 10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 3-9: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 9-11 REACTIONS. (size)5=Mechanical, 2=0-10-9, 6=Mechanical Max Horz 2=302(LC 24) Max Uplift 5=-86(LC 8), 2=-635(LC 8), 6=-314(LC 5) Max Grav 5=89(LC 28), 2=947(LC 28), 6=605(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2049/698, 3-4=-615/297 BOT CHORD 2-11=-560/1695, 8-9=-173/452, 7-8=-263/477 WEBS 4-8=-87/400, 4-7=-745/411 NOTES-(9) 1) Wind: ASCE 7-16; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 86 lb uplift at joint 5, 635 lb uplift at joint 2 and 314 lb uplift at joint 6. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 2-11=-20, 9-10=-20, 6-9=-20 Concentrated Loads (lb) Vert: 12=34(F=48, B=-14) 13=-76(B) 14=-20(F) 15=-18(B) 17=-37(F=3, B=-40) 18=-246(F=-13, B=-232) November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss HJD Truss Type Diagonal Hip Girder Qty 2 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035049 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Nov 19 15:01:45 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-_bIEPKD6xb90bVGOdvKmDDsRzAH6CwCSQ_FtFXyHmAK Scale = 1:10.9 1 2 3 44x6 1-10-0 1-10-0 -2-4-6 2-4-6 1-10-0 1-10-0 0-4-31-1-80-9-11-1-85.08 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.97 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 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 1-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-49/Mechanical, 2=296/0-9-0, 4=17/Mechanical Max Horz 2=140(LC 12) Max Uplift 3=-49(LC 1), 2=-415(LC 12) Max Grav 3=119(LC 12), 2=305(LC 17), 4=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; 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 Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 49 lb uplift at joint 3 and 415 lb uplift at joint 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss HJG Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035050 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:29 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-zosi8owSkbE7P5F8anG_w2o81K_TZqN5aICsEyyHy?8 Scale = 1:20.6 1 2 3 6 7 8 4 9 10 11 5 5x6 3x4 3x4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED 6-10-2 6-10-2 -2-5-8 2-5-8 6-10-2 6-10-2 0-4-33-1-100-4-62-9-33-1-104.89 12 Plate Offsets (X,Y)-- [2:0-1-10,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.75 0.67 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.27 -0.25 0.01 (loc) 2-5 2-5 4 l/defl >296 >322 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 3-4-3 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)4=Mechanical, 2=0-3-2, 5=Mechanical Max Horz 2=260(LC 8) Max Uplift 4=-200(LC 6), 2=-542(LC 8), 5=-135(LC 4) Max Grav 4=283(LC 24), 2=391(LC 1), 5=144(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) Wind: ASCE 7-16; 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 200 lb uplift at joint 4, 542 lb uplift at joint 2 and 135 lb uplift at joint 5. 7) "NAILED" indicates 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 6=37(B) 10=-7(B) November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss HJG1 Truss Type Diagonal Hip Girder Qty 2 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035051 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:30 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-R?Q5M8x4VvM_1FqL8VnDSGKJ4kLcIHcFpyxQmPyHy?7 Scale = 1:21.5 1 2 5 6 7 3 8 9 10 43x6 NAILED NAILED NAILED NAILED NAILED NAILED 7-3-14 7-3-14 -2-5-8 2-5-8 7-3-14 7-3-14 0-4-33-3-154.89 12 Plate Offsets (X,Y)-- [2:0-0-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.61 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.32 0.29 -0.00 (loc) 2-4 2-4 3 l/defl >265 >294 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 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=0-3-2, 4=Mechanical Max Horz 2=272(LC 8) Max Uplift 3=-195(LC 8), 2=-557(LC 8), 4=-139(LC 5) Max Grav 3=226(LC 29), 2=406(LC 1), 4=133(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) Wind: ASCE 7-16; 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 195 lb uplift at joint 3, 557 lb uplift at joint 2 and 139 lb uplift at joint 4. 7) "NAILED" indicates 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=37(B) 9=-6(B) November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss MTGE Truss Type Monopitch Supported Gable Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035052 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:30 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-R?Q5M8x4VvM_1FqL8VnDSGKGxkUpIHcFpyxQmPyHy?7 Scale = 1:10.2 1 2 3 4 2x4 2x4 4x6 -2-0-0 2-0-0 1-3-0 1-3-0 0-4-30-11-116.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.93 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=1-3-0, 2=1-3-0 Max Horz 2=98(LC 12) Max Uplift 4=-63(LC 1), 2=-402(LC 12) Max Grav 4=177(LC 12), 2=272(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-63/285, 3-4=-549/74 NOTES-(11) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 4 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 63 lb uplift at joint 4 and 402 lb uplift at joint 2. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss MTGE1 Truss Type GABLE Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035053 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:31 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-wB_TZUyiFDUrePPXhCIS?Ttaa7pL1hSO2chzJryHy?6 Scale = 1:17.3 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 5-6-0 5-6-0 0-0-42-9-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.07 0.22 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: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-6-0, 4=5-6-0, 5=5-6-0 Max Horz 1=182(LC 11) Max Uplift 1=-30(LC 12), 4=-39(LC 9), 5=-190(LC 12) Max Grav 1=96(LC 18), 4=50(LC 17), 5=280(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-466/225 WEBS 2-5=-258/733 NOTES-(9) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 1, 39 lb uplift at joint 4 and 190 lb uplift at joint 5. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss PB Truss Type GABLE Qty 13 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035054 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:32 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-ONYrnqyK0WciGY_jFvphYhQn2X7LmB6XGGQWrHyHy?5 Scale = 1:8.8 2 3 4 1 5 3x4 3x4 3x4 4-7-0 4-7-0 2-3-8 2-3-8 4-7-0 2-3-8 1-1-120-1-80-1-126.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 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 4-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-7-0, 5=4-7-0, 2=4-7-0 Max Horz 1=-48(LC 10) Max Uplift 1=-23(LC 17), 5=-69(LC 12), 2=-121(LC 12) Max Grav 1=13(LC 11), 5=121(LC 18), 2=199(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-159/281 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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 23 lb uplift at joint 1, 69 lb uplift at joint 5 and 121 lb uplift at joint 2. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss VT Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035055 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:33 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-sa5D_9zynqkZuiZwpdKw4uynkxP3VeMhVwA4NkyHy?4 Scale = 1:27.7 1 2 5 3 4 6x12 MT20HS 6x8 1-6-3 1-6-3 -2-0-12 2-0-12 1-6-3 1-6-3 1-9-12 0-3-9 3-11-14-9-150-4-114-5-44-9-156.00 12 Plate Offsets (X,Y)-- [2:0-3-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.89 0.43 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.10 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 18 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x6 SP No.2 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)5=1-9-12, 4=1-9-12, 3=Mechanical, 3=Mechanical Max Horz 5=256(LC 11) Max Uplift 5=-257(LC 12), 4=-279(LC 11), 3=-92(LC 9), 3=-22(LC 1) Max Grav 5=422(LC 18), 4=111(LC 10), 3=43(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-234/505 NOTES-(8) 1) Wind: ASCE 7-16; 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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 257 lb uplift at joint 5, 279 lb uplift at joint 4 and 92 lb uplift at joint 3. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss VT1 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035056 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:34 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-KmfbBV_bY8sQVs86NKr9d6VyULfuE5cqkavdvAyHy?3 Scale = 1:22.5 1 2 5 3 4 5x6 5x8 -2-0-12 2-0-12 1-9-12 1-9-12 2-11-13-9-153-5-43-9-156.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.89 0.78 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.08 (loc) 4-5 4-5 3 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.3 WEBS 2x6 SP No.2 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)5=1-9-12, 4=1-9-12, 3=Mechanical, 3=Mechanical Max Horz 5=205(LC 11) Max Uplift 5=-258(LC 12), 4=-93(LC 11), 3=-90(LC 9), 3=-24(LC 1) Max Grav 5=281(LC 1), 4=50(LC 10), 3=43(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-237/502 NOTES-(7) 1) Wind: ASCE 7-16; 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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 258 lb uplift at joint 5, 93 lb uplift at joint 4 and 90 lb uplift at joint 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss VT2 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035057 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:40 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-9w1tSZ3L8_dZDnbGjbyZsNlz0mooep5j6WMx6qyHy_z Scale = 1:17.3 1 2 5 3 4 4x6 5x6 -2-0-12 2-0-12 1-9-12 1-9-12 1-11-12-9-152-5-42-9-156.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.95 0.43 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.03 (loc) 4-5 4-5 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.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)5=1-9-12, 4=1-9-12, 3=Mechanical, 3=Mechanical Max Horz 5=148(LC 11) Max Uplift 5=-269(LC 12), 4=-41(LC 9), 3=-45(LC 9), 3=-24(LC 1) Max Grav 5=268(LC 1), 4=34(LC 10), 3=33(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-236/547 NOTES-(7) 1) Wind: ASCE 7-16; 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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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, 3 except (jt=lb) 5=269. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss VT3 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035058 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:40 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-9w1tSZ3L8_dZDnbGjbyZsNl8emrKep5j6WMx6qyHy_z Scale = 1:12.3 1 4 2 3 2x4 2x4 1-9-12 1-9-12 0-11-101-10-81-5-131-10-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 4 3-4 2 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 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.All bearings 1-9-12 except (jt=length) 2=Mechanical, 2=Mechanical. (lb) - Max Horz 4=86(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 3, 2 Max Grav All reactions 250 lb or less at joint(s) 4, 3, 2, 2 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Wind: ASCE 7-16; 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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 4 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) 3, 2. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss VT4 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035059 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:41 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-d6aFfu3_vHlQrxASHIUoPaHM39ENNGLsLA6VeGyHy_y Scale = 1:7.1 1 2 32x4 1-9-0 1-9-0 0-0-40-10-80-5-130-10-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1 1 2 l/defl >999 >999 n/a L/d 240 180 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 1-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 1-8-8. (lb) - Max Horz 1=34(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 2 Max Grav All reactions 250 lb or less at joint(s) 1, 2, 2, 3 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; 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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss VT5 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035060 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:42 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-5I8dtE4cgbtHT5ler0?1yoqWTZZ56jb0aqr2BiyHy_x Scale = 1:10.8 1 4 2 3 2x4 2x4 1-2-4 1-2-4 0-11-101-6-121-2-11-6-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4 4 2 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 1-2-4 except (jt=length) 2=Mechanical, 2=Mechanical. (lb) - Max Horz 4=68(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 4, 3, 2 Max Grav All reactions 250 lb or less at joint(s) 4, 3, 2, 2 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Wind: ASCE 7-16; 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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 4 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) 4, 3, 2. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss VT6 Truss Type GABLE Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035061 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:43 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-ZVi?4a5ERv?84FKrOjWGU?NUUzsfr8X9oUbcj9yHy_w Scale = 1:17.6 1 2 3 5 4 2x4 4x6 2x4 2x4 2x4 6-9-0 6-9-0 5-2-8 5-2-8 6-9-0 1-6-8 0-0-42-7-41-10-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.94 0.29 0.15 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: 25 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-9-0, 4=6-9-0, 5=6-9-0 Max Horz 1=156(LC 11) Max Uplift 1=-115(LC 12), 4=-71(LC 12), 5=-102(LC 9) Max Grav 1=164(LC 17), 4=50(LC 18), 5=294(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-245/494 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 1=115, 5=102. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss VT7 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035062 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:46 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-z4O8jc76jqNjxi2Q4s3z6e?9UAtH2XabURpGKTyHy_t Scale = 1:10.7 1 2 3 4 3x4 3x4 3x4 2x4 4-9-0 4-9-0 3-2-8 3-2-8 4-9-0 1-6-8 0-0-41-7-40-10-06.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.31 0.29 0.00 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: 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 4-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-8-8, 4=4-8-8 Max Horz 1=80(LC 11) Max Uplift 1=-91(LC 12), 4=-92(LC 12) Max Grav 1=152(LC 17), 4=147(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-166/312, 3-4=-132/269 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss VT8 Truss Type GABLE Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035063 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:47 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-SGyWwy8kU7VaZsdcdZaCfrXCTaD0nwRlj5ZpswyHy_s Scale = 1:38.2 1 2 3 4 5 8 7 6 9 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 14-0-0 14-0-0 12-7-8 12-7-8 14-0-0 1-4-8 0-0-46-3-125-7-86.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.26 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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.All bearings 14-0-0. (lb) - Max Horz 1=441(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 6 except 7=-282(LC 12), 8=-294(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=606(LC 17), 8=473(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-647/324, 2-3=-434/245 WEBS 3-7=-378/729, 2-8=-314/541 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 12-7-8, Exterior(2E) 12-7-8 to 13-10-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6 except (jt=lb) 7=282, 8=294. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss VT9 Truss Type GABLE Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035064 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:48 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-wSVu8I9NFRdRB0CoBG6RB34Lp_UzWM3uylIMOMyHy_r Scale: 3/8"=1' 1 2 3 4 6 5 7 8 93x4 3x4 4x6 2x4 3x6 2x4 12-0-0 12-0-0 10-7-8 10-7-8 12-0-0 1-4-8 0-0-45-3-124-7-86.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.60 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 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=12-0-0, 5=12-0-0, 6=12-0-0 Max Horz 1=365(LC 11) Max Uplift 1=-53(LC 12), 5=-88(LC 12), 6=-376(LC 12) Max Grav 1=214(LC 18), 5=258(LC 17), 6=713(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-489/248, 4-5=-162/320 WEBS 2-6=-448/864 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 10-7-8, Exterior(2E) 10-7-8 to 11-10-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=376. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss VT10 Truss Type GABLE Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035065 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:35 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-oyD_Pr?DJR?H70jIw2NO9J16fl5fzVy_zEfAScyHy?2 Scale = 1:27.3 1 2 3 4 6 5 7 8 2x4 3x4 4x6 2x4 3x6 2x4 10-0-0 10-0-0 8-7-8 8-7-8 10-0-0 1-4-8 0-0-44-3-123-7-86.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.43 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 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=10-0-0, 5=10-0-0, 6=10-0-0 Max Horz 1=288(LC 11) Max Uplift 1=-18(LC 13), 5=-108(LC 12), 6=-304(LC 12) Max Grav 1=121(LC 18), 5=200(LC 17), 6=485(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-431/195, 3-4=-178/258, 4-5=-176/354 WEBS 2-6=-382/842 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 8-7-8, Exterior(2E) 8-7-8 to 9-10-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 1, 108 lb uplift at joint 5 and 304 lb uplift at joint 6. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss VT11 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035066 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:36 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-G9nMcB?r4l78lAHVUludiXaQz8Ugiyt7BuOk_2yHy?1 Scale = 1:21.4 1 2 3 4 6 5 2x4 3x4 3x4 2x4 2x4 2x4 8-0-0 8-0-0 6-7-8 6-7-8 8-0-0 1-4-8 0-0-43-3-122-7-86.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.25 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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=7-11-8, 5=7-11-8, 6=7-11-8 Max Horz 1=212(LC 11) Max Uplift 1=-42(LC 12), 5=-66(LC 12), 6=-226(LC 12) Max Grav 1=114(LC 18), 5=125(LC 1), 6=369(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-305/138 WEBS 2-6=-308/692 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 1, 66 lb uplift at joint 5 and 226 lb uplift at joint 6. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss VT12 Truss Type GABLE Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035067 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:37 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-kLLkqX0Tr3F?MKsh2TPsFk7VFYqPRQFHQY8HWVyHy?0 Scale: 3/4"=1' 1 2 3 5 4 2x4 4x6 2x4 2x4 3x6 6-0-0 6-0-0 4-7-8 4-7-8 6-0-0 1-4-8 0-0-42-3-121-7-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.73 0.22 0.13 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: 22 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=6-0-0, 4=6-0-0, 5=6-0-0 Max Horz 1=136(LC 11) Max Uplift 1=-100(LC 12), 4=-63(LC 12), 5=-89(LC 9) Max Grav 1=143(LC 17), 4=44(LC 18), 5=257(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-221/450 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 1, 63 lb uplift at joint 4 and 89 lb uplift at joint 5. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss VT13 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035068 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:37 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-kLLkqX0Tr3F?MKsh2TPsFk7dZYqVRSLHQY8HWVyHy?0 Scale = 1:9.3 1 2 3 2x4 4x6 3x4 4-0-0 4-0-0 2-7-8 2-7-8 4-0-0 1-4-8 0-0-41-3-120-7-86.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 2-3: 2x6 SP No.2 BOT CHORD 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)1=3-11-8, 3=3-11-8 Max Horz 1=-49(LC 10) Max Uplift 1=-74(LC 12), 3=-74(LC 12) Max Grav 1=123(LC 17), 3=119(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 1 and 74 lb uplift at joint 3. 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss VT14 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035069 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:38 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-CXv61t15cMNs_TRtcAw5nyfnPyAtAvbQfCtr3xyHy?? Scale = 1:11.5 1 2 3 2x4 2x4 2x4 3-5-8 3-5-8 0-0-41-8-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 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 3-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-5-0, 3=3-5-0 Max Horz 1=103(LC 9) Max Uplift 1=-58(LC 12), 3=-66(LC 9) Max Grav 1=104(LC 17), 3=124(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; 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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 1 and 66 lb uplift at joint 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." November 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 2861855_BECKLING_RES Truss VT15 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2861855_BECKLING RES Job Reference (optional) T26035070 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Nov 18 12:34:39 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:04mSCDre4HqPrm7D?pYzTJyIHgI-hkTUFD2jNgVjcd039tRKK9C0rMY3vMrZtsdObNyHy?_ Scale = 1:6.4 1 2 32x4 1-5-8 1-5-8 0-0-40-8-120-4-10-8-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1 1 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 3 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 1-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 1-5-0. (lb) - Max Horz 1=25(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 2 Max Grav All reactions 250 lb or less at joint(s) 1, 2, 2, 3 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; 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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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." November 19,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths