Raised floor construction (and what might be called laziness)

[jpyeatt]

Hello again all.

I'm working on a project using raised floors (150mm above a 200mm deep structural slab). Floors, curtainwall, etc are based upon a conceptual mass.

I was lazy/working quickly at first and defined the ENTIRE floor (concrete, void, finish) in one assembly.
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My hope, when cutting sections, was for the floor to be 'smart' enough to show the assembly as above. Instead the whole assembly appears as concrete.
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Is it possible to define this better within one assembly... or is the 'best' practice to go back and re-define the raised floor as a separate floor (and on a different workset)?

Thanks.

JP-

And, for reference, this was probably the closest post I found: http://forums.augi.com/showthread.php?88004-What-is-the-best-way-to-model-floors-beams-collumns-and-floor-finishes

[jpyeatt]

Oh, never-mind.

My detail level was simply far too coarse (duh).

But I should still consider splitting out to individual worksets.

(Gotta make stupid mistakes sometimes)
JP-