[Strawbale] Frost Heave
Robert Tom
ArchiLogic at yahoo.ca
Mon Nov 19 17:57:45 EST 2007
On Mon, 19 Nov 2007 15:51:57 -0500, Hank Carr <hank at dna.ca> wrote:
> We're not talking about RTFs
No we're not but you brought it up (lumping RTFs, SOG and FPSF all
together) and in a manner that was incorrect.
> as the section of the OBC that I quoted clearly indicates
There's nothing "clear" about it Hank.
You cited/interpretted that OBC clause inappropriately/incorrectly .
As pointed out earlier, if one interprets that clause as you did (and as
you did the FPSF document) super-insulated slabs and foundations would not
be permitted or possible because they do not allow the heat loss to the
earth that would, as you declared neccessary, keep the earth under and
around the foundation thawed.
And as reality clearly demonstrates and as the Codes and NAHB FPSF Guides
recognise, that is ridiculous.
The clause that you cited out of context and inappropriately talks about
insulation *around* (ie the second word in the clause that you
copied/pasted/quoted) the slab.
It doesn't say anything about designing a foundation with massive heat
loss so as to facilitate thawing of the earth around it .
As a "for instance" where the Code requirement would apply.
If a person built a shallow stem wall foundation surrounding an insulated
slab, the insulation detail at the slab/stem wall could be improperly
detailed so as to leave the footings for the stem wall uninsulated. And if
constructed on a frost-susceptible substrate, that footing & foundation
would be subject to frost heave/damage .
--
=== * ===
Rob Tom
Kanata, Ontario, Canada
< A r c h i L o g i c at chaffY a h o o dot c a >
manually winnow the chaff from my edress in your reply
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