A collector connection assembly is supported by a wide-flange steel beam where it occurs. A concrete fill over metal deck forms the base, topped with geofoam EPS15 having a minimum compressive resistance of 3.6 PSI at 1% deformation. Reinforcement includes continuous number four bars and number four dowels spaced at twelve inches on center each way. The assembly incorporates a six-inch minimum concrete thickness and variable top-of-concrete elevations as sized per plan.
WF BEAM, WHERE OCCURS #4 @ 12"O.C., EA. WAY MECH. EQUIP. S.M.D. GEOFOAM EPS15, MIN. COMPRESSIVE RESISTANCE OF 3.6 PSI AT 1% DEFORMATION #4 DOWELS @ 12"O.C. #4 CONT. CONC. FILL OVER METAL DECK 6" MIN. 9" 6" EQ EQ T.O.S. SEE PLAN T.O.C. VARIES, S.M.D.
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