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Case Study 8 |
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Location: |
Naples, FL |
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Engineers: |
W.J. Johnson Associates. |
Problem
Luxury condominiums were constructed with perimeter and load
bearing walls founded on augured pilings. However,
interior floor slabs were designed as "Slab on grade." Due
to a layer of very loose soil (N valve of 1-2 blows per foot)
subsequent settlement of interior slabs occurred. Attempts
to correct this problem by other contractors nearby properties
met with limited success and slabs continued to settle.
Solution
HGS
in conjunction with the engineers analyzed the situation and
proposed using a series of AB Chance Helical Piers to stabilize
and re-level sunken floors.
AB Chance ss-5 helical anchors were installed on a 7' grid
pattern to an average depth of 25' thru 10" holes cored in floor
slabs. AB Chance slab brackets were then attached to the
piers, then, using
HGS's
unique "Twist & Lift" leveling tool, floors were raised to
within original tolerances. Core holes were then patched
and floor coverings re-installed
Reference Letter |
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