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Job <br />Truss <br />Truss Type <br />Qty <br />Ply <br />T31683320 <br />TTH81-89 <br />T06 <br />Hip <br />1 <br />1 <br />Jab Reference (optional) <br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.630 s Aug 30 2023 MiTek Industries, Inc. Wed Sep 27 10:36:04 2023 Page 1 <br />ID: tPuYCeVfQTfYt3OC?ZvfnpzlGU H-RfC?P sB7OH q3N SgPgnL8w3uITXbG KWrC Doi7J4zJC?f <br />-i1-0-Q 6-0-0 12-4-3 18-2-6 24-9-10 30-7-13 36E-0 431-0 4p-0-Q <br />6-0-0 5-10-3 5-10-3 6-7-3 5-10-3 5-10-3 6S0 -0�- <br />5.00 F12 <br />5x6 = <br />6 20 <br />5x8 = <br />721 <br />Scale = 1:75.2 <br />3x8 = 10 to L4 1f t6 to 15 14 to Zr 1a 3x8 = <br />3x4 = <br />LOADING (psf) <br />SPACING- <br />2-0-0 <br />TCLL <br />20.0 <br />Plate Grip DOL <br />1.25 <br />TCDL <br />7.0 <br />Lumber DOL <br />1.25 <br />BCLL <br />0.0 <br />Rep Stress Incr <br />YES <br />BCDL <br />10.0 <br />Code FBC2020/TPI2014 <br />LUMBER - <br />TOP CHORD <br />2x4 SP No.2 <br />BOT CHORD <br />2x4 SP No.1 'Except* <br />14-17: 2x4 SP No.2 <br />WEBS <br />2x4 SP No.3 <br />REACTIONS. (size) 2=0-3-8, 11=D-3-8 <br />Max Horz 2=254(LC 11) <br />Max Uplift 2=-943(LC 12). 11=943(LC 12) <br />Max Grav 2=1872(LC 17), 11=1876(LC 18) <br />4x6 = 3x8 = <br />3x4 = 4x6 <br />3x4 = <br />43-0-0 <br />CSI. <br />DEFL. <br />in (loc) Udefl L/d <br />PLATES GRIP <br />TC 0.84 <br />Vert(LL) <br />-0.4013-15 >999 240 <br />MT20 244/190 <br />BC 0.98 <br />Vert(CT) <br />-0.70 13-15 >733 180 <br />WB 0.99 <br />Horz(CT) <br />0.20 11 n/a n/a <br />Matrix-SH <br />Weight: 223 lb FT = 20% <br />BRACING - <br />TOP CHORD <br />Structural wood sheathing directly applied or 2-2-0 oc purlins. <br />BOT CHORD <br />Rigid ceiling directly applied or 2-2-0 oc bracing, Except: <br />5-8-0 oc bracing: 15-16. <br />WEBS <br />1 Row at midpt 7-16 <br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. <br />TOP CHORD 2-3=-3934/2082, 3-5=-3692/1963, 5-6=2723/1603, 6-7=-2481/1552, 7-8=2733/1603, <br />8-10=-3702/1963,10-11=-3943/2082 <br />BOT CHORD 2-18=-1800/3760, 16-18=-1470/3172, 15-16=-1093/2484, 13-15=1483/3010, <br />11-13=-1813/3578 <br />WEBS 3-18=-333/332, 5-18=-192/687, 5-16=-820/522, 6-16=-296/753, 7-15=-297/836, <br />8-15=-820/522, 8-13=-192/687, 10-13=333/332 <br />NOTES- (8) <br />1) Unbalanced roof live loads have been considered for this design. <br />2) Wind: ASCE 7-16; Vutt=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. <br />II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 3-3-10, Interior(1) 3-3-10 to 18-2-6, Exterior(2R) <br />18-2-6 to 24-3-6, Interior(1) 24-3-6 to 24-9-10, Exterior(2R) 24-9-10 to 30-7-13, Interior(1) 30-7-13 to 44-0-0 zone; cantilever left and <br />right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 <br />plate grip DOL=1.60 <br />3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific <br />to the use of this truss component. <br />4) Provide adequate drainage to prevent water ponding. <br />5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br />6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide <br />will fit between the bottom chord and any other members, with BCDL = 10.0psf. <br />7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 943 lb uplift at joint 2 and 943 lb uplift at <br />joint 11. <br />8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any <br />particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." <br />Iq <br />This item has been <br />electronically signed and <br />sealed by Velez, Joaquin, PE <br />using a Digital Signature. <br />Printed copies of this <br />document are not considered <br />signed and sealed and the <br />signature must be verified <br />on any electronic copies. <br />Jo.gnin Velez PE \o.69182 <br />ABTek luc. DBA ABTek USA FL Cen 6634 <br />16023 Swb gley Ridge Rd. <br />Chesterfield, MO 63017 <br />Date: <br />September 28,2023 <br />WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. <br />Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not <br />i <br />�� <br />�� <br />a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall <br />building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing <br />is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the <br />16023 Swingley Ridge Rd. <br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPl1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) <br />Chesterfield, MO 63017 <br />and SCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) <br />314.434.1200 / MTek-US.com <br />