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Job <br />Truss <br />T as Type <br />City <br />Ply <br />T32315712 <br />TTH133-140 <br />T10A <br />COMMON <br />16 <br />1 <br />Job Reference (optional) <br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.730 s Nov 13 2023 MiTek Industries, Inc. Fri Dec 813:48:21 2023 Page 1 <br />ID:tPuYCeVfQTfYt3OC?ZvfnpzlGU H-VJT3FafeBcl75e3moi I_NSJYhYgLzNeFMccAkiyB?xu <br />-1-0-0 7-7-3 14-6-10 21-6-0 28-5-6 M4-13 43-0-0 <br />-0- 7-7-3 6-11-6 6-11-6 6-11-6 6-11-6 7-7-3 <br />5x6 = <br />5.00 F12 <br />Scale = 1:72.2 <br />3x8 = io n io -1 co w io is LJ 1. 11 3x8 <br />3x4 = 4x6 = <br />3x4 = <br />3x4 = <br />4x6 = <br />3x4 = <br />17-3-15 25-8-1 31-11-10 43-M <br />9-0-6 <br />M 8-3-10 B-4-1 B-3-10 9-0-6 <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 />1-4,8-10: 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 Horz 2=297(LC 11) <br />Max Uplift 2=-944(LC 12), 10=857(LC 12) <br />Max Grav 2=1886(LC 17), 10=1831(LC 18) <br />CSI. <br />DEFL. <br />in (loc) <br />I/defl <br />L/d <br />TC 0.94 <br />Vert(LL) <br />-0.40 13-14 <br />>999 <br />240 <br />BC 0.93 <br />Vert(CT) <br />-0.68 13-14 <br />>750 <br />180 <br />WB 0.99 <br />Horz(CT) <br />0.18 10 <br />n/a <br />n/a <br />Matrix-SH <br />PLATES GRIP <br />MT20 244/190 <br />Weight: 216 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 (Ib) or less except when shown. <br />TOP CHORD 2-3=-3932/2003, 3-5=-3803/2012, 5-6=-2892/1662, 6-7=-2892/1671, 7-9=-3811/2048, <br />9-1 0=-3941/2041 <br />BOT CHORD 2-16=-1752/3776, 14-16=-1350/3012, 13-14=-893/2210, 11-13=-1327/2872, <br />10-11=-1768/3571 <br />WEBS 6-13=-521/1155, 7-13=-766/577, 7-11=-422/916, 9-11=-365/381, 6-14=-520/1153, <br />5-14=-763/574, 5-16=-391/908, 3-16=-362/365 <br />NOTES- (7) <br />1) Unbalanced roof live loads have been considered for this design. <br />2) Wind: ASCE 7-16; VuH=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 42-10-4 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.Opsf. <br />6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) <br />2=944, 10=857. <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 />I� <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 />Joaqulu Velez PF No.611132 <br />3LTek Luc. DDA �D'Iek USA 67. C'er1 6634 <br />1602.1 Swiattlec Ridge Rd. <br />CbcuerfiieW. NO 63017 <br />Dare: <br />December 11,2023 <br />a WARNING - Verity 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 MiTek'a <br />a truss system. Before use, the building designer must verify the applicability of design parameters and property 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 dama?e. For general guidance regarding the 16023 Swingley Ridge Rd. <br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see A SIrrP 1 Oual ly 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 />