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Job <br />Truss <br />Truss Type <br />Qty <br />Ply <br />T30641490 <br />TTH119-125 <br />Tit <br />Common <br />4 <br />1 <br />Job Reference (optional) <br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.630 s Nov 19 2022 MiTek Industries, Inc. Wed May 24 11:22:23 2023 Page 1 <br />ID:tPuYCeVfQTfYt3OC?ZvfnpzlGUH-RfC?PsB7OHg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f <br />�1-0-p 7-7.3 14-6-10 21-6-0 28-5-6 35-4-13 43-0-0 45-0-0 <br />O- 7-7-3 + 6-11-6 6-11-6 6-11-6 6-11-6 7-7-3 2-0-0 <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 "Except' <br />1-4,8-11: 2x4 SP No.1 <br />BOT CHORD <br />2x4 SP No.1 <br />WEBS <br />2x4 SP No.3 <br />REACTIONS. (size) 2=0-3-8, 10=0-3-8 <br />Max Harz 2=-310(LC 10) <br />Max Uplift 2=-939(LC 12), 10=-1020(LC 12) <br />Max Grav 2=1885(LC 17), 10=1934(LC 18) <br />5x6 = <br />5.00 F12 <br />4x6 = <br />3x4 = <br />3x4 = <br />4x6 = <br />33-11-10 <br />3x4 = <br />43-0-0 <br />Scale = 1:73.7 <br />CSI. <br />DEFL. in floc) I/deft L/d <br />PLATES GRIP <br />TC 0.91 <br />Vert(L-)-0.4014-15 >999 240 <br />MT20 244/190 <br />BC 0.92 <br />Vert(CT) -0.68 14-15 >755 180 <br />WB 0.99 <br />Horz(CT) 0.18 10 n/a n/a <br />Matrix-SH <br />Weight: 220 lb FT = 20% <br />BRACING - <br />TOP CHORD Structural wood sheathing directly applied. <br />BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. <br />FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. <br />TOP CHORD 2-3=-3930/1998, 3-5=-3800/2006, 5-6=2887/1656, 6-7=2886/1647, 7-9=3779/1968, <br />9-10=-3921/1959 <br />BOT CHORD 2-17=-1668/3791, 15-17=-1252/3027, 14-15=-827/2225, 12-14=-1281/2868, <br />10-12=-1668/3535 <br />WEBS 6-14=-516/1150, 7-14=-758/569, 7-12=359/890, 9-12=-354/345, 6-15=-519/1153, <br />5-15=-763/575, 5-17=-392/908, 3-17=362/365 <br />NOTES- (7) <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=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 21-6-0, Exterior(2R) <br />21-6-0 to 25-9-10, Interior(1) 25-9-10 to 45-0-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br />5) " 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 />6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) <br />2=939, 10=1020. <br />7) '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 />1I6 <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 />Jortgnin Velez PE No.69182 <br />..NZ1ek Iue. DBA NiTek L:'SA FL C'en 6634 <br />16023 Sningley Ridge Rd. <br />Cbest-field. MO 63017 <br />Date: <br />May 25,2023 <br />A WARNING - Venty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/19/2020 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 />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 MiTek~ <br />is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the <br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITPN QuaBty Criteria, DSB•89 and SCSI Building Component 16023 Swingley Ridge Rd <br />Saferyinfonnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 <br />