HomeMy WebLinkAboutArchtictural Rebar Inspection Report 11.13.18Jordan Architecture lnc.
PO Box 1031 Glenwood Springs, CO 8L602 970-618-6690
weþ: jordanarchitecture.com email: bradjordanarchitect@gmail.com
13 November 2018
Garfield County Building lnspector
M att Provost/m provost@garfield-cou nty.com
RE: Gould Addition/Remodel
Permit # 09-!8-5472
Matt,
I was asked to come inspect the rebar for the foundation walls, so they could keep their
pour schedule of 2pm today. An inspection was requested, but due to the holiday, it
wasn't in time for an inspection today.
I was on site from t1.40 until L2:00 photographing and inspecting the existing
conditions in preparation for their concrete pour, and have the following notes:
1. All bar has been properly placed and tied
2. One footer was incorrectly placed and poured. A new footer has been formed and
reinforced with the foundation wall formed over the top, so they can make one pour to
rectify the situation. All bar has been properly placed and tied in this area. lt was noted
that the new footer is wider than the specifications, and the incorrect footer is being
used to pour up against. The new footer has been properly tied to the existing footers
that have been previously poured.
3. lnsulated blankets are all in place to cover the concrete once poured.
4. Dowels have been drilled into the existing concrete footings, to tie the new to the
existing. Bars have been placed and tied properly.
5. The top of foundation pour to the bottom of footing was checked dimensionally to
verify there was proper frost protection, and was confirmed'
Please feel free to contact me with any questions.
Respectfu lly submitted,
Brad)ordaw
Brad Jordan
PrincipalArchitect
CO License 202968