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I've heard from a couple of people that some builders are not securing the
bales with interior staking, exterior pinning, stitching, securing bales
with dowels through the box column, not using rebar coming up out of the
foundation or stem wall or footings.
Have you heard anything about this? Do you know why they would discontinue
What type of pinning or staking or securing method do you use?
Joyce Coppinger, Managing Editor
The Last Straw journal
GPFS/TLS, PO Box 22706, Lincoln NE 68542-2706 USA
402.483.5135, fax 402.483.5161