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Job <br />Truss <br />Truss Type <br />Qty <br />Ply <br />T31683315 <br />TTH81-89 <br />T03 <br />Hip <br />2 <br />1 <br />Job Reference (optional) <br />Builders FirstSouroe (Tampa, FL), Tampa, FL - 33564, 8.630 s Aug 30 2023 MiTek Industries, Inc. Wed Sep 27 10:35:58 2023 Page 1 <br />ID:tPuYCeVfQTfYt3OC?ZvfnpzlGU H-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f <br />-�-0-p 6-0-5 11-0-0 18-0-9 24-11-7 32-0-0 36-5-11 43-0-0 q4-0-p <br />-0- 6-6-5 4-5-11 7-0-9 6-10-13 7-0-9 4-5-11 6Fa5 -0 <br />5.00 f 12 <br />5x8 = 2x4 11 4x6 = 3x8 = 5x6 = <br />422 23 5 24 6 25 7 26 827 <br />Scale = 1:73.7 <br />3x6 i5� 19 18 17 16 15 14 13 12 3x6 <br />2x4 II 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 />4-6: 2x4 SP No.1 <br />BOT CHORD <br />2x4 SP No.2 <br />WEBS <br />2x4 SP No.3 <br />REACTIONS. (size) 2=0-3-8, 10=0-3-8 <br />Max Horz 2=159(LC 11) <br />Max Uplift 2=-943(LC 12), 110=943(1_C 12) <br />Max Grav 2=1642(LC 1), 10=1642(LC 1) <br />4x6 = 3x10 = <br />2x4 11 5x6 = <br />3x8 = <br />2x4 II <br />43-0-0 <br />CSI. <br />DEFL. <br />in (loc) I/deft Ud <br />PLATES GRIP <br />TC 0.90 <br />Vert(LL) <br />0.52 15-16 >982 240 <br />MT20 244/190 <br />BC 0.94 <br />Vert(CT)-0.7415-16 >694 180 <br />WB 0.75 <br />Horz(CT) <br />0.23 10 n/a n/a <br />Matrix-SH <br />Weight: 218 Ib FT = 20% <br />BRACING - <br />TOP CHORD <br />Structural wood sheathing directly applied. <br />BOT CHORD <br />Rigid ceiling directly applied or 2-2-0 oc bracing. <br />WEBS <br />1 Row at midpt 7-16, 7-13 <br />FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. <br />TOP CHORD 2-3=-3513/2077, 3-4=-3065/1877, 4-5=3607/2258, 5-7=3607/2259, 7-8=2810/1793, <br />8-9=-3066/1877, 9-10=-3512/2077 <br />BOT CHORD 2-19=-1794/3166, 18-19=1794/3166, 16-18=-1479/2792, 15-16=1949/3606, <br />13-15=-1949/3606, 12-13=1806/3165, 10-12=-1806/3165 <br />WEBS 3-18=-476/379, 4-18=-161/394, 4-16=577/1077, 5-16=397/373, 7-15=0/281, <br />7-13=-1059/569, 8-13=-460/879, 9-13=-474/379 <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=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 11-0-0, Exterior(21R) <br />11-0-0 to 17-1-0, Interior(1) 17-1-0 to 32-0-0, Exterior(21R) 32-0-0 to 38-1-0, Interior(1) 38-1-0 to 44-0-0 zone; cantilever left and right <br />exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate <br />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) ' 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 943 lb uplift at joint 2 and 943 lb uplift at <br />joint 10. <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 />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 />JongNn Celez PE \0.68182 <br />MITektat.DBAMiTek.USA FLCert6634 <br />I6023 Swingley Rldge Rd. <br />Cheslerneld. MO 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. 1/2/2023 BEFORE USE. ■ 3 <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 <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 antl pproppeertRyy damage. For general guidance regarding the 16023 Swingiey Ridge Rd. <br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPit Quality For <br />and guidance <br />available from Truss Plate Institute (www.tpinsl.org) Chesterfield, MO 63017 <br />and BCSI Building Component Safety Information available from the structural Building Component Association (www.sbcsromponents.com) 314.434.1200 / MTek-US.com <br />