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Job Truss Truss Type Qty Ply T31683314 TTH81-89 T02 Hip 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.630 s Aug 30 2023 MiTek Industries, Inc. Wed Sep 27 10:35:57 2023 Page 1 ID:tPuYCeVfQTfYt3OC?ZvfnpzlGU H-RfC?PsB7OHg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f M1 0 Q 5-1-7 8-7-3 15-0-10 21 6-0 27-11 6 13 37-10-9 43-0-0 q4-0 p . 5-1-7 3-5-12 6-5-6 6-5-6 6-5-6 6-5 6 3-5 12 5-1-7 0- Scale = 1:73.6 3x4 = Sx6 = 5.00 12 3x4 = 4x6 — 3x4 = 5x6 = 4 21 5 22 23 6 7 24 825 26 9 5x8 = 18 17 16 15 14 13 5x8 = 4x8 = 6x8 = 4x4 = 4x4 = 4x8 = 6x8 = 8-7-3 17-2-6 25-9-10 34A-13 43-0-0 8-7-3 8-7-3 8-7-3 8-7-3 8-7-3 LOADING (psf) SPACING- 2-0 0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 TCDL 7.0 Lumber DOL 1.25 BC 0.85 BCLL 0.0 Rep Stress Incr YES WB 0.47 BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x6 SIP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-3-8, 11=0-3-8 DEFL. in (loc) Udefl L/d PLATES GRIP Vert(LL) 0.63 15-16 >812 240 MT20 244/190 Vert(CT) -0.88 15-16 >583 180 Horz(CT) 0.18 11 n/a n/a Weight: 239 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-13 oc bracing. WEBS 1 Row at midpt 5-18, 8-13 Max Horz 2=-127(LC 10) Max Uplift 2=-943(LC 12), 11=-943(LC 12) Max Grav 2=1642(LC 1), 11=1642(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3603/2165, 3-4=-3346/1985, 4-5=-3097/1891, 5-6=-4552/2710, 6-8=4552/2710, 8-9=3097/1891, 9-10=-3346/1985, 10-11=-3603/2165 BOT CHORD 2-18=-1890/3274, 16-18=-2420/4349, 15-16=-2625/4756, 13-15=-2403/4349, 11-13=-1907/3274 WEBS 3-18=-268/324, 4-18=-522/1012, 5-18=1508/885, 5-16=134/444, 6-16=-316/261, 6-15=-316/261, 8-15=-134/444, 8-13=1508/885, 9-13=521/1012, 10-113=268/324 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuB=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. 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 8-7-3, Exterior(2R) 8-7-3 to 14-8-3, Interior(1) 14-8-3 to 34-4-13, Exterior(2R) 34-4-13 to 40-5-12, Interior(1) 40-5-12 to 44-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 will fit between the bottom chord and any other members. 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 joint 11. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." A 2 IJ This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE \0.68182 N1[1Tek fac. DBA iBTek USA FL Cen 6634 16023 Svingley Ridge Rd. C6esterrreld. N10 63017 Date: September 28,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. MiTeko Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I. always required for stability and to prevent collapse with possible personal injury and pprogpeny damage. For general gguidance regarding the 16023 Swingley Ridge Rd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPIt Quality Criteria and DI B-22 available from Truss Plate Institute (www.tpinst.org) Chesterfield, MO 63017 and SCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 314.434.1200 / MTek-US.com