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Re: lightweight concrete topping on wood

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I have used 1 1/2" lightweight gypcrete used in conjunction with hydronic heating. I believe I came across a website that had deflection recommendations; I think I used L/480 or greater for the LL deflection. There may have been tile involved which drove the deflection criteria.

Andrew Kester, P.E. wrote:

For a small two-story apartment building we have a wood framed second floor with wood sheathing. The owner and architect are looking for sound reduction, and also a stiff floor system with reduced “squeaks” due to wood flexing.

Right now we have suggested joists/trusses at 16” oc and ¾” sheathing screwed and glued, with a 2” lightweight concrete topping. I have combed thru the code and found nothing prohibiting using wood to support concrete in this manner, they do mention limiting long-term deflection.

Is there anything in NDS about this or is this prohibited in IBC or other codes? Anyone see any problems with this? We are designing for the extra dead load, and have heard of this being done on other projects quite successfully. Would anyone suggest anything other than poly fibers for micro crack control of the lt wt concrete, maybe some #3s at reentrant corners or don’t bother as it is just a sound deadening topping? Should we have them spray the concrete with water sealer, a bond breaker, or anything like that?


Andrew Kester, PE

Orlando, FL

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