Have any of you used/specified pumice
for insulation under concrete/earthen slab floors?
As you know,
insulation isn't required under slabs that don't contain hydronic or other
heating systems; apparently passive solar slabs are not considered to be heated,
insulation not required. Only R-10 is required under heated slabs;
that--or none--may be enough under solar slabs in very sunny climates, but here
on the cloudy side we don't get enough winter sun to heat the slab and the ground under it, which is a 20˚ ∆T
heat sink 24-7-365. I believe
that only requiring R10 is a concession to the high cost of XPS, and that much
more would be much better. But XPS is expensive, not recyclable, blown with
ozone-destroying CFCs, and never degrades; 1000 years from now, much of it that
we put under houses today will still be swirling around one of the oceans' six
great garbage gyres, choking sea turtles and fish to death and
poisoning--everything.
Pumice involves no greenhouse gasses, no process
energy, and only enough fossil hydrocarbons to dig it out of the ground, crush
it just enough to make it consolidate well under a flat plate compactor, and
haul it over here from Chemult. A 65 cu yd semi-trailer full would cover 1170 sf
18 in. deep; even if it's only
R1.5/inch, that's still R27, almost three
times the minimum required. 65 yds of "oversize," at $9 a yd, would be
$585; sending it over here on a truck is ~ $850, or ~ $1450 total (South Central
Pumice LLC). By the unit, 2" XPS is ~$50/4x8 ft sheet 2" thick (Parr LBR);
1170/32 is 37 sheets, or $1850. Less money, 3 x the performance, and virtually
no environmental problems. What's not to like?
I'm convinced this will
work, as long as I keep the pumice above any water table. It's not hygroscopic,
but will absorb water through capillarity--I wonder if I need a capillary break
under it? M/VB goes between pumice and slab; warming the slab should drive any
water out of the pumice, into the ground. Keep the ground below it dry--and even
over here in the wet, the ground under a properly designed and built crawlspace
is always bone dry--and I don't see any problems. But I need to convince the
local code officials.
Anyone have a laboratory-proven (acceptable to a
building official) R-value for Central Oregon white pumice? Anybody actually
done this? If I can cite your success as a precedent.... Anybody used a
different layering than earth, pumice, M/VB, slab? Think I need a capillary
break--a few inches of drain (or even compacted crushed) rock under the pumice?
Your thoughts and comments will be appreciated!
John
O'Renick