Do you ever get that sinking feeling?

Sinkholes have been in the news a lot lately, and I am sure this has generated a lot of questions from customers. Sinkholes are a fact of life in certain parts of Florida. Sinkholes and how they are adjusted is regulated by the State of Florida. In 2011, the Legislature enacted SB408, which basically tells us, the insurance industry, how to adjust sinkholes. The law tells us that, when a claim is submitted, we must first have the risk evaluated to determine if the structure is showing signs of a sinkhole, at least a sinkhole as defined by the Legislature. The definitions of sinkhole are as follows:

“Sinkhole” means a landform created by subsidence of soil, sediment, or rock as underlying strata are dissolved by groundwater.  A “sinkhole” forms by collapse into subterranean voids created by dissolution of limestone or dolostone or by subsidence as these strata are dissolved.

“Sinkhole activity” means settlement or systematic weakening of the earth supporting the covered building only if the settlement or systematic weakening results from contemporaneous movement or raveling of soils, sediments, or rock materials into subterranean voids created by the effect of water on a limestone or similar rock formation.

“Sinkhole loss” means “structural damage” to the covered building, including the foundation, caused by “sinkhole activity.”  Contents coverage and additional living expenses apply only if there is “structural damage” to the covered building caused by “sinkhole activity.”

The Legislature then goes on to tell us what is considered structural damage under the statute.

“Structural damage” means a covered building, regardless of the date of its construction, has experienced the following:

  1. Interior floor displacement or deflection in excess of acceptable variances as defined in ACI 117-90 or the Florida Building Code, which results in settlement related damage to the interior such that the interior building structure or members become unfit for service or represents a safety hazard as defined within the Florida Building Code;
  2. Foundation displacement or deflection in excess of acceptable variances as defined in ACI 318-95 or the Florida Building Code, which results in settlement related damage to the primary structural members or primary structural systems that prevents those members or systems from supporting the loads and forces they were designed to support to the extent that stresses in those primary structural members or primary structural systems exceeds one and one-third the nominal strength allowed under the Florida Building Code for new buildings of similar structure, purpose, or location;
  3. Damage that results in listing, leaning, or buckling of the exterior load bearing walls or other vertical primary structural members to such an extent that a plumb line passing through the center of gravity does not fall inside the middle one-third of the base as defined within the Florida Building Code;
  4. Damage that results in the building, or any portion of the building containing primary structural members or primary structural systems, being significantly likely to imminently collapse because of the movement or instability of the ground within the influence zone of the supporting ground within the sheer plane necessary for the purpose of supporting such building as defined within the Florida Building Code; or
  5. Damage occurring on or after October, 15, 2005, that qualified as substantial structural damage as defined in the Florida Building Code.
    1. Primary structural member means a structural element designed to provide support and stability for the vertical or lateral loads of the overall structure.
    2. Primary structural system means an assemblage of primary structural members.

Once we have the report back and it has been reviewed by the adjuster, we can move in either of two directions. If the report finds no evidence of a sinkhole, then we will send the customer an appropriate letter along with a copy of the report. On the other hand, if there is structural damage to the home that is consistent with the definitions in the law, then we move to step two, which involves having an engineer and perhaps a geologist further investigate the claim by performing certain tests and borings at the home to determine if indeed there is a sinkhole.

A geotechnical engineer is an expert in the soils that underlie a building and the interaction between the soils and the building below the surface of the ground. The engineer’s report is then reviewed by the adjuster, and one of two directions in the claim file is taken depending on the findings by the engineering firm. If the report finds sinkhole activity according to the definition in the law, then a plan for the remediation of the subsurface is prepared concurrently to the report. We then obtain three estimates from reputable subsurface remediation contractors based on the engineer’s repair plan and complete the estimate for the repair of the cosmetic damage to the dwelling. We then issue a check for the Cosmetic repairs less any deductible or prior payments, if any were made. If the insured then chooses to have the remediation work to the subsurface completed, they will need to send us a signed contract for the remediation based on the engineer’s remediation design. At the time of receipt of the signed contract we will send the insured a check for the amount necessary to begin and perform the repairs and continue payments as the work is performed and expenses are incurred. If no sinkhole activity is found according to the definition in the law, then the customer is sent the appropriate letter along with a copy of the engineer’s report.

We realize that the process does take time and ask for patience on everyone’s part so we get the right answers that our customers deserve.

“Our blogs are for general education and information only and may not represent your unique needs. Coverages will vary. Please contact your insurance agent to verify your specific policy terms and conditions.”

Information Courtesy of Tower Hill Insurance.

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