HomeMy WebLinkAboutSTUD NOTCHED FOR HOLD DOWN EMAIL - 22-00610 - U-Haul - New Commercial Bldg ACody
Please see attached from our structural engineer regarding hold downs.
Thanks
Mike
Sent from my iPhone
Begin forwarded message:
From: David Sansotta <davids@structuraledge.com>
Date: February 27, 2024 at 10:27:59 AM MST
To: Mike Massey <mike.massey@bateman-hall.com>
Cc: Vanessa Josephson <vanessa.josephson@bateman-hall.com>
Subject: RE: Stud notched for hold down
Mike,
Per our conversation regarding the photos you sent of the holdown and the notched stud, installing the CFS cap will be acceptable, please use a minimum of (5) #10 screws on each side
of the cap to the sides of the CFS stud for a total of (10) #10 screws. 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>
Sent: Tuesday, February 27, 2024 10:10 AM
To: David Sansotta <davids@structuraledge.com>
Cc: Vanessa Josephson <vanessa.josephson@bateman-hall.com>
Subject: Stud notched for hold down
Dave
Please see attached photos where some studs were notched to install hold downs and cap channels being installed to cover and reinforce. Can you give me a call to discuss please.
Thanks
Mike
208-479-2403
Sent from my iPhone