20090728073628.pdfJUL 21P. 2909
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Wednesday, July 22, 2009
Subject: Revision
Plan Check: BLD20090154
Project: Foundation Repair
Project Address: 8229 188t" St. SW
This revision to Plan Check #20090154 involves a continuous 18" footing, with
(2) #4 re -bar, poured under the existing footing on the Glacial Till bearing soil. In
order to achieve a continuous footing the re -bar shall overlap 20" at cold joints.
Under the (4) 4"x6" posts, 30"x30"x12" pads will be poured, with 12" sonotubes
to support the existing footings. All new footings will be placed on the Glacial Till
bearing soil.
We will not use "pin piles" as suggested by HWA Geosciences, Inc..
Terry Vehrs
Agent: Jeff Vehrs
206.227-9501
jnee4@comcast.net
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