Hi Gerald,
Here are the comments back on the structures. Do they address your concerns?
Jennifer Cline, P.E.
City of Molalla
Public Works Director
O: 503.759.0218
F: 503.829.3676
"From: Hazen Hyland [mailto:hazenh@westernwoodstructures.com]
Sent: Monday, July 27, 2015 11:39 AM
To: jcline@cityofmolalla.com
Cc: Craig Loughridge <pioneer@bybryson.com>
Subject: updated drawings
Hi Jennifer,
Thanks for the phone message last Friday. Here are the updated drawings.
A) WWS has added the hardware callout for the deck attachment. This was missing…good catch.
B) Regarding the rebar question on the abutment rebar, basically every dot is a horizontal strand of rebar, and the vertical rebar (that’s shown) have various 15” or 16” on-center spacing.
Since the calc package for the bridge didn’t change, I didn’t have the engineer stamp these drawings. The Engineer of Record for the bridge is also out sick today and maybe tomorrow, so I won’t be to have them stamped until he returns, if needed.
If you or the reviewer has any questions, feel free to give me a call. Thanks for your initial review Jennifer.
Regards,
Hazen Hyland, Bridge and International Sales
ph (800) 547-5411 fx (503) 692-6434
20675 SW 105th Ave
Tualatin, OR 97062
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