HomeMy WebLinkAboutB16-0222_16.08.10 1414 Moraine Drive - B16-0022 Wet Stab Dowels_1478902165.pdf1
Brian Gillette
From: loren@hillstructuraldesign.com
Sent: Wednesday, August 10, 2016 4:50 PM
To: Brian Gillette
Subject: 1414 Moraine Dr. - foundation rebar
Brian
It is structurally acceptable to 'wet' stab the hook dowel vertical rebar into the continuous spread footings
during the concrete pour for the footings. No steel is required in the the 16" wide spread footings and
therefore there is nothing to tie the vertical dowels into at the footing level. The wider footings along the
back of the home have steel rebar in it and the vertical dowels are required to be tied into that mat of
steel prior to the pour, but all of the other footings depicted do not require the tied in dowels and can be
'wet' stabbed.
let me know if you require anything further.
Thanks
Loren R. Hill, PE
Hill Structural Design, LLC
office (303) 973-9806 cell (303) 512-3078
loren@hillstructuraldesign.com
08/16/16