36820 Precita Ter (2) - Laserfiche WebLink

Browse Search

Job Truss Truss Type Oty, Ply Dupont T20455634 772591-X B3H Jack -Open Girder 1 1 Job Reference (optional) American Builder Supply, Sanford, FL 6.33U S May 6 ZUZU MI I eK Industries, Inc. t-n Jun 1Z 13:4ts:b3 ZUZU rage i ID:RWGiORDIF509gYXBdOupOozfdd5-MWUFUpbpOBHETZob3izHd5vTisM8p6L6h1N dmz7?te 1 0 3-0-0 7-0-0 J 3-0.0 4-0-0 Scale = 1:15.6 NAILED 4x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.15 5-6 >542 360 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.32 5-6 >264 240 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.13 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.20 5-6 >407 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 4--Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=102(LC 8) Max Uplift 4=89(LC 4), 2=-188(LC 8), 5=-26(LC 8) Max Grav 4=106(LC 1), 2=337(LC 29), 5=174(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=58ft; L=391t; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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 24)-0 wide will f8 between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 4, 188 lb uplift at pint 2 and 26 lb uplift at joint 5. 9) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3.4=54, 5-7=20 Concentrated Loads (lb) Vert: 3=-13(B) 6=-19(B) `III11111/IIIIII S ENS+ • '�i No 34869 <pRI ♦�. ONa�E`:� 111111111��, Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mi rekW 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 HE building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMII Qua9ty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610