Doggone, and I though quitting smokeing was hard.
.Rick, I saw a photo (forget which one right off hand) on John Sayers' site that used "rubber pucks" to isolate the studs from drywall as well as floor joists from a concrete floor (with moisture barrier below and insulation in between). Any opinions on this? I thought I may try it for mine if you or anyone else has some good feedback regarding this method.
i have never seen pucks themselves used to isolate drwall from studs........ could you post a link?
Niether have I(on the net of course

). Unless they mean something like RSIC "pucks", which they are not "pucks" in that context. I mean, how would you fasten pucks to studs, and then fasten drywall to the pucks in a different location on the puck????

Otherwise, if you fasten drywall THROUGH the pucks directly into the studs, you accomplish NOTHING! Right Rod?.
Wag, excuse me for continuing Seekers question on YOUR thread.
On another note, Rod, Seeker has a thread here regarding his studio which he is in the process of building, and this is located in FLORIDA

. He has built an exterior shell of concrete block with an ISOLATED slab. I offered advice in that thread that, from my perspective, building a wood "floating floor", made no sense, as it just creates a drum head, when in fact he already has an isolated slab, which is dampened by earth. What could be better than that?
From a CODE standpoint, even if no roof load is placed on the INTERIOR envelope walls, these walls still need to be substantially connected(fastened) to the isolated slab, no? And given your advice(if I'm correct?) regarding isolated slabs LF transmission distance to the outside world, I see no reason to decouple the interior envelope walls from the slab. In fact, under the threat of hurricane, exactly HOW would you do this anyway? I doubt that pucks and decoupled(rubber bushing) bolts into the slab would meet code, but I couldn't say for sure. This is where getting a permit...opps

..see below.
And furthermore, seeing as this is a double wall assembly with a isolated slab, nor do I see a need for decoupling the drywall from the studs, as the isolated slab, although not "floating", is seperated from the exterior footing by a joint(which is currently filled with sand), no? I also am under the opinion that he needs very professional advice when it comes to his roof "truss" design, as suspending heavy loads to UNENGINEERED trusses, especially in Florida, may be asking for serious trouble. Currently, if I'm not mistaken, and forgive me for saying so Seeker, but this exterior shell is NOT PERMITTED(no permit) by your local BID.

Although, you DID acknowlege this fact in your thread Seeker. Anyway, thats my .02, but heed my disclaimer.
