HomeMy WebLinkAboutLIFTING BRACKETS VS REBAR EMAIL - 22-00610 - U-Haul - New Commercial Bldg A
From: Mike Massey <mike.massey@bateman-hall.com>
Sent: Wednesday, May 31, 2023 3:42 PM
To: Cody Jones <Cody.Jones@rexburg.org>
Cc: Shay Moon <shay.moon@bateman-hall.com>; Vanessa Josephson <vanessa.josephson@bateman-hall.com>
Subject: Fwd: Lifting brackets vs. rebar
Cody
Approved fix at lifting brackets as discussed.
Thanks Mike
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Begin forwarded message:
From: David Sansotta <davids@structuraledge.com <mailto:davids@structuraledge.com> >
Date: May 25, 2023 at 3:56:55 PM MDT
To: Mike Massey <mike.massey@bateman-hall.com <mailto:mike.massey@bateman-hall.com> >
Cc: Brett Gulash <bgulash@hillside-architecture.com <mailto:bgulash@hillside-architecture.com> >, "Daniel Zimmerman, AIA" <dzimmerman@hillside-architecture.com <mailto:dzimmerman@hillside-architectu
re.com> >
Subject: RE: Lifting brackets vs. rebar
Mike,
Per our conversation on U-Haul Rexburg:
1. Where the lifting lug interrupts the #6 rebar in the lintel, provide a 32” lap with another #6 bar on each side of the break
1. Where the 32” lap is cut short by the end of the panel, the new #6 can just stop at the edge of the panel
Thanks
David Sansotta, P.E., S.E.
5509 N Glenwood St
Boise, ID 83714
o: 208-501-2289
c: 208-863-8290
e: DavidS@StructuralEdge.com <mailto:DavidS@StructuralEdge.com>
www.structuraledge.com <http://www.structuraledge.com/>
From: Mike Massey <mike.massey@bateman-hall.com <mailto:mike.massey@bateman-hall.com> >
Sent: Thursday, May 25, 2023 3:43 PM
To: David Sansotta <davids@structuraledge.com <mailto:davids@structuraledge.com> >
Subject: Lifting brackets vs. rebar
Dave
Please see attached. We had to cut a #5 and a #6 in order to get this bracket installed and put 2 bars back through the bracket. How much lap should we do on each side? This occurs
in 16 places with the lintel steel. We need to install tomorrow to make pour dates.
Thanks
Mike
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