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Job <br />Truss <br />Truss Type <br />Qty <br />Ply <br />T32315715 <br />TTH133-140 <br />V02 <br />Valley <br />1 <br />1 <br />Job Reference (optional) <br />Builders FirstSouroe (Tampa, FL), Tampa, FL - 33564, <br />4-0-0 <br />3x4 <br />2x4 II <br />8.730 s Nov 13 2023 MiTek Industries, Inc. Fri Dec 8 13:48:25 2023 Page 1 <br />ID: tPuYCeVfQTfYt3OC?ZvfnpzlGU H-05iZ5yi8FgXYaGMX1 YNwXITOHAB WVPirHEaOtTyB?xq <br />8-0-0 <br />4-0-0 <br />4x4 = <br />3x4 <br />Scale = 1:14.6 <br />.9 <br />d <br />7-11-6 <br />8-pr0 <br />7-11-6 <br />0- -10 <br />LOADING (psf) <br />SPACING- 2-0-0 <br />CS1. <br />DEFL. in (loc) I/defl L/d <br />PLATES GRIP <br />TCLL 20.0 <br />Plate Grip DOL 1.25 <br />TC 0.20 <br />Vert(LL) n/a n/a 999 <br />MT20 244/190 <br />TCDL 7.0 <br />Lumber DOL 1.25 <br />BC 0.27 <br />Vert(CT) n/a n/a 999 <br />BCLL 0.0 <br />Rep Stress Incr YES <br />WB 0.09 <br />Horz(CT) 0.00 3 n/a n/a <br />BCDL 10.0 <br />Code FBC2020ITP12014 <br />Matrix-SH <br />Weight: 24 lb FT = 20% <br />LUMBER- BRACING - <br />TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. <br />BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br />OTHERS 2x4 SP No.3 <br />REACTIONS. (size) 1=7-10-13, 3=7-10-13, 4=7-10-13 <br />Max Horz 1=37(LC 11) <br />Max Uplift 1=-64(LC 12), 3=-64(LC 12), 4=-133(LC 12) <br />Max Grav 1=107(LC 23), 3=107(LC 24), 4=273(LC 1) <br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. <br />WEBS 2-4=-169/308 <br />NOTES- (8) <br />1) Unbalanced roof live loads have been considered for this design. <br />2) Wind: ASCE 7-16; VuK=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. <br />11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed , end vertical left and <br />right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Gable requires continuous bottom chord bearing. <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. <br />7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=1b) <br />4=133. <br />This item has been <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 />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 />Joagnln Velez PE Nb.69192 <br />NI7ek Lac. UBA.Mffek USA kL Cerr 6634 <br />16OLt Swintil Mile Rd. <br />Clesterneld. MO 6M17 <br />Date: <br />December 11,2023 <br />WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual Wilding component, not MiTek* <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 ppropertyy damagge. For general guidance regarding the 16023 Swingley Ridge Rd. <br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPI,1 Qualily Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Chesterfield, MO 63017 <br />and SCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.mm) 314.434.1200 / MiTek-US.com <br />