HomeMy WebLinkAbout3009 Old Dominion Ct - Special Inspections/Engineering - 03/27/2017Footing Quality Assurance Observation C T L I T H O M P S O N
Per the client's request, a representative of CTL Thompson has visually
observed the footing forms under construction at the site referenced
below. The following summarizes our observations and opinions at the
time of our visit.
Client: P(Pejkkurnar Petrie L Site Address: ScO41 old DO'nin+en e-t
F;r.+ Gl�i.ef, 6010roftlo
Job #: W y o i asq.0oo Lot: 5 Block: z Filing: i
Date: .3/to/1-1 Contact: q7o-y8g-oz38 Subdivision:_Nmmecfeaal
Foundation Plan Information
Plan By: CTL T/tomoso
Date: I /2 y 10 Job#: W Y01 ?65 7 . V 00
r48,5o,]in.r IZ+n
Fig sizes:120, ss,s4, it., s8, 30�2, 34,3y.38,40, yy,ln x to 1,
�r Pad sizes tL
: Cltr,,IS.t2�24,'s4,3L.44�>NIaJOtn.
r
Concrete on -site? ❑ yes , X no, (+/- % ftg poured
Are the footing forms free of loose material, frost, water and
or ice, roots, etc? 14 yes , ❑ no
Are the Footing / Pad form sizes in general conformance to
the above foundation plan? Xyes , ❑ no
Is the footing/pad reinforcing steel in -place or on site per the
above foundation plan? -yes, ❑ no
Weather: _S..n.w (00*
Notes:
y , _
Summary of Opinions
>( It is our opinion that the footing formwork is in
general conformance with the foundation design
referenced above.
❑ It is our opinion that the footing formwork differs
significantly from the foundation design referenced
above (2nd observation required).
Corrective action:
rTI I Thmmncnn Inr I 1 101 r)1A Tn,.,n I o.. Cnao 7n1 R lR.o..o..ro "Ann
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