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Job Truss Truss Type Qty Ply T31683317 TTH81-89 T04A HIP 1 1 Job Reference (optional) builaers rlrsibource (I amps, t-L), I ampa, FL - 330134, d.b3U s Aug 3U zuzi mi I eK inaustrles, Inc. Wea Sep zi 1U:3b:U1 ZU23 rage 1 I D: tP uYCeVfQTfYt3OC?ZvfnpzlGU H-RfC?P sB7OH g3NSgPgn L8w3u ITXbGKWrC Doi7J4zJ C?f i-ap 7 0 5 13-4-13 18 9-10 24-2 6 29 7-3 35 11-11 43-0-0 -0 7-0-5 6-0-8 5-4-13 5-4-13 5-4-13 6-4-8 7-0-5 s And 5x6 = 3x4 = 4 19 5 20 3x4 = 3x6 = 5x6 = 6 7 8 Scale = 1:73.8 3x8 = 17 16 " " " - — " - 12 it 3x8 = 2x4 11 3x8 = 4x6 = 3x4 = 4x6 = 3x8 = 2x4 11 7-0-5 13-4-13 29-7-3 35-11-11 LOADING (pso TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020(rP12014 CSI. TC 0.85 BC 0.80 WB 0.77 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d -0.41 12-14 >999 240 -0.71 12-14 >723 180 0.21 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 217 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-4-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 10=D-3-8, 2=0-3-8 Max Horz 2=190(LC11) Max Uplift 10=-857(LC 12), 2=944(LC 12) Max Grav 10=1807(LC 18). 2=1861(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3964/2102, 3-4=3217/1790, 4-5=2948/1731, 5-7=3390/1945, 7-8=-2951/1723, 8-9=-3220/1794, 9-10=-3964/2100 BOT CHORD 2-17=-1855/3714, 16-17=-1855/3714, 14-16=-1622/3358, 12-14=1637/3305, 11-12=-1846/3592, 10-11=1846/3592 WEBS 3-17=0/276, 3-16=784/507, 4-16=-405/964, 5-16=-655/358, 5-14=0/255, 7-14=01253, 7-12=-654/357, 8-12=416/965, 9-12=793/515, 9-11=0/277 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. 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 13-4-13, Exterior(2R) 13-4-13 to 19-5-12, Interior(1) 19-5-12 to 29-7-3, Exterior(2R) 29-7-3 to 35-11-11, Interior(1) 35-11-11 to 42-10-4 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 This item has been 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck electronically signed and to the use of this truss component. sealed by Velez, Joaquin, PE 4) Provide adequate drainage to prevent water ponding. using a Digital Signature. 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 Printed copies of this will fit between the bottom chord and any other members, with BCDL = 1O.Opsf. document are not considered 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 857 lb uplift at joint 10 and 944 lb uplift signed and sealed and the at joint 2. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any signature must be verified particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." on any electronic copies. Joaquin Velez PE \o.68/82 3BTek Eue. DBA NiTe4 GSA FL Cen 6634 16023 Sniugiey Ridge Rd. Chesterfield. NO 63017 Date September 28,2023 a WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 112r2023 BEFORE USE. MiTe k� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a tmss system. Before use, the building designer must vent' the applicability of design parameters and property 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 tracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 16023 Swingley Ridge Rd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMPIII Quality Criteria and USB-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