Concrete over metal deck and reinforcing per plan bears on a structural steel beam with a continuous bent 3/8-inch or equivalent angle matching the slab thickness. An end closure is provided per the deck supplier. Number 4 dowels measuring 5 feet long are spaced at 12 inches on center with threaded bar couplers and a 3/4-inch clearance. The deck shall be shored until the concrete strength reaches f'c 3000 PSI.
BEAM PER PLAN END CLOSURE PER DECK SUPPLIER CONT BENT PL3/8 OR EQ ANGLE TO MATCH SLAB THICKNESS CONC OVER METAL DECK & REINF PER PLAN 3/16 2-12 PER PLAN DECK PERPENDICULAR TO EDGE BEAM BEAM PER PLAN CONT BENT PL3/8 OR EQUIVALENT ANGLE TO MATCH SLAB THICKNESS W/ 1/2"Ø x 4" WHS @ 12"OC CONC OVER METAL DECK & REINF PER PLAN 3/16 2-12 PER PLAN DECK PARALLEL TO EDGE BEAM BEAM PER PLAN NOTE: TYPICAL COMPOSITE BEAM SECTION AND SHEAR STUD LAYOUT PER 16/S6.11. 3'-0" MAX CL BEAM CL BEAM MIN 2" MIN 2" BRG T/STL PER PLAN T/STL PER PLAN #4 DOWELS x 5'-0" @ 12"OC MIN 4 1/2" MIN 4 1/2" 3'-0" MAX PER MFR #4 DOWELS x 5'-0" @ 12"OC THRD BAR COUPLER PER MFR THRD BAR COUPLER CLR 3/4" CLR 3/4" DECK SHALL BE SHORED UNTIL CONC STRENGTH REACHES f'c 3000PSI DECK SHALL BE SHORED UNTIL CONC STRENGTH REACHES f'c 3000PSI
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