HomeMy WebLinkAboutSPECIAL INSPECTION REVIEW 2 - 21-00208 - Goldenwest Credit Union - Branch Office
R&O Construction
933 Wall Ave
Ogden, UT 84404
Ph: (801) 627-1403
www.randoco.com
RFI
To:Norm Young (norm@bp-
architects.net)
CC:Brian Bott <brian@bp-
architects.net>;
ccampbell@gwcu.org;
bevb@randoco.com;
jeffs@randoco.com;
stevew@randoco.com
RFI #:2
Priority:NORMAL
Status:Open
Date Requested:08/09/2021
Date Required:08/11/2021
Date sent to Sub:
Job:21-855 Goldenwest Credit
Union
Subject: column anchor bolts
Drawing: S0.1, S0.2 Spec Section:
Cost Impact: TBD Schedule Impact:TBD
RFI Question & Answers:
Last Updated: Never
Steve Welch
Aug 9th, 2021 at 04:31 pm
Question:
per our phone conversation we can not get structural steel bolts and patterns for 2 weeks +/-. In order to stay
on schedule we need to pour footings today and drill and epoxy bolts for the columns. please advise this is
acceptable?
Answers:
RFI Attachments
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ARW Response:
The HSS column anchors may be replace with epoxy anchors of the same layout, size and embedment. Any epoxy listed
in the structural notes is acceptable. We want to make it clear that all cast in place holdown anchors are not allowed to
be replaced with an epoxy anchor. All holdown anchors shall be as detailed in the drawings.