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Job <br />Truss <br />Truss Type <br />Qty <br />Ply <br />T31961935 <br />TTH56-03 <br />V09 <br />Valley <br />1 <br />1 <br />Job Reference (optional) <br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, <br />3-11-12 <br />3x4 <br />2x4 II <br />8.630 s Aug 3020Z3.MiTek Industries, Inc. Thu Oct 26 17:06:51 2023 Page 1 <br />I D: tP uYCeVfQTfYt3OC?ZvfnpzlG U H-RfC?P sB70H q3N Sg PgnL8w3u ITXbG KWrC Doi7J4zJ C?f <br />7-11-8 <br />4x4 = <br />3x4 <br />Scale = 1,14.6 <br />.9 <br />d <br />7-11-0 <br />0 <br />LOADING (psf) <br />SPACING- 2-0-0 <br />CSI. <br />DEFL. in (loc) I/deft Ud <br />PLATES GRIP <br />TCLL 20.0 <br />Plate Grip DOL 1.25 <br />TC 0.23 <br />Vert(LL) n/a n/a 999 <br />MT20 244/190 <br />TCDL 7.0 <br />Lumber DOL 1.25 <br />BC 0.32 <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 FBC2020/TPI2014 <br />Matrix-SH <br />Weight: 25 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=7-10-8, 3=7-10-8, 4=7-10-8 <br />Max Horz 1=56(LC 11) <br />Max Uplift 1=-69(LC 12), 3=69(LC 12), 4=-131(LC 12) <br />Max Grav 1=113(LC 21), 3=113(LC 22), 4=275(LC 1) <br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. <br />WEBS 2-4=-167/293 <br />NOTES- (8) <br />1) Unbalanced roof live loads have been considered for this design. <br />2) Wind: ASCE 7-16; Vult=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) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 3-11-12, Exterior(2R) <br />3-11-12 to 6-11-12, Interior(1) 6-11-12 to 7-3-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for <br />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 Qt=lb) <br />This item has been <br />4=131. <br />electronically signed and <br />8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any <br />sealed by Velez, Joaquin, PE <br />particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." <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 />.r-qukr VA.. PE Fe.68182 <br />31iTek tat. DBA 1ItTek l-SA FL Cen 6634 <br />16023 Snhii } Ridge Rd. <br />Chesterfield. S30 63017 <br />Date: <br />October 27,2023 <br />♦ WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev. 1/7/2023 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building 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 property damage. For general guidance regarding the 16023 Swingley Ridge Rd. <br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Chesterfield, MO 63017 <br />and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 314.434.1200 / MiTek-US.com <br />