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Job <br />Truss <br />Truss Type <br />Qty <br />Ply <br />T31683323 <br />TTH81-89 <br />T07A <br />HIP <br />1 <br />1 <br />Job Reference (optional) <br />Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.630 s Aug 30 2023 MiTek Industries, Inc. Wed Sep 27 10:36:07 2023 Page 1 <br />I D:tPuYCeVfQTfYt30C?ZvfnpzlGU H-RfC?PsB7OH q3N SgPgnL8w3u ITXbGKWrC Doi7J4zJ C?f <br />-�1-0-Q 7-0-1 13-0-0 19-1-8 23-10-8 30-0-0 35-11-15 43-0-0 <br />7-0-1 5-11-15 6-1-8 0 6-1-8 5-11-15 7-0-1 <br />5x6 = <br />5.00 12 <br />5x8 = <br />Scale = 1:75.1 <br />3x8 = -v a Z-I to 15 ZZ 14 is eo Z. 14 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 *Except* <br />14,9-11: 2x4 SP No.1 <br />BOT CHORD <br />2x4 SP 285OF 2.0E or 2x4 SP M 31 'Except` <br />13-16: 2x4 SP No.2 <br />WEBS <br />2x4 SP No.3 <br />OTHERS <br />2x4 SP No.3 <br />REACTIONS. (size) 2=0-3-8, 11=0-3-8 <br />Max Horz 2=265(LC 11) <br />Max Uplift 2=-944(LC 12), 11=857(1_C 12) <br />Max Grav 2=1871(LC 17), 11=1819(LC 18) <br />5x6 WB = 3x8 = 3x4 = 5x6 WB = <br />33-1-1 <br />3x4 = <br />CSI. <br />DEFL. <br />in floc) I/deft L/d <br />PLATES GRIP <br />TC 0.75 <br />Vert(LL)-0.4012-14 >999 240 <br />MT20 244/190 <br />BC 0.96 <br />Vert(CT) -0.70 12-14 >729 180 <br />WB 0.41 <br />Horz(CT) <br />0.17 11 n/a n/a <br />Matrix-SH <br />Weight: 227 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. <br />WEBS <br />1 Row at midpt 5-15, 7-15, 8-14 <br />FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. <br />TOP CHORD 2-3=-3900/2055, 3-5=-3656/1944, 5-6=2629/1554, 6-7=2389/1507, 7-8=2633/1549, <br />8-10=-3669/1950, 10-11=-3914/2074 <br />BOT CHORD 2-17=-1808/3727, 15-17=-1466/3104, 14-15=-1038/2387, 12-14=1455/2952, <br />11-12=-1805/3550 <br />WEBS 3-17=-351/346, 5-17=-214/750, 5-15=877/557, 6-15=-331/763, 7-14=-327/837, <br />8-14=8811/560, 8-12=-238/757, 110-12=354/365 <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 />11; 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 19-1-8, Exterior(2E) <br />19-1-8 to 23-10-8, Exterior(2R) 23-10-8 to 30-0-0, Interior(1) 30-0-0 to 42-10-4 zone; cantilever left and right exposed ; end vertical <br />left and 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) 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) a 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 944 lb uplift at joint 2 and 857 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 />Ii <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 />Joaquin Velez PE \0.68182 <br />iBTek Luc. DBA bBTek USA FL Cerr 6634 <br />16023 S rbigley Ridge Rd. <br />C4eeterficld. 310 63017 <br />Date: <br />September 28,2023 <br />A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 112/2023 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not MiTekg <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 tracing <br />is always required for stability and to prevent collapse with possible personal injury and pproperrtyty damage. For general guidance regarding the 16023 Swingley Ridge Rd. <br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVT►1I 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.sbcsoomponents.com) 314.434.1200 / MTek-US.com <br />