SANDRA PEREZ CARBONELL v. CITIZENS PROPERTY INSURANCE CORPORATION

CourtDistrict Court of Appeal of Florida
DecidedJanuary 5, 2024
Docket22-0495
StatusPublished

This text of SANDRA PEREZ CARBONELL v. CITIZENS PROPERTY INSURANCE CORPORATION (SANDRA PEREZ CARBONELL v. CITIZENS PROPERTY INSURANCE CORPORATION) is published on Counsel Stack Legal Research, covering District Court of Appeal of Florida primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
SANDRA PEREZ CARBONELL v. CITIZENS PROPERTY INSURANCE CORPORATION, (Fla. Ct. App. 2024).

Opinion

DISTRICT COURT OF APPEAL OF FLORIDA SECOND DISTRICT

SANDRA PEREZ CARBONELL,

Appellant,

v.

CITIZENS PROPERTY INSURANCE CORPORATION,

Appellee.

No. 2D22-495

January 5, 2024

Appeal from the Circuit Court for Hillsborough County; Emily A. Peacock, Judge.

Jeremy D. Bailie of Weber, Crabb & Wein, P.A., St. Petersburg, for Appellant.

Edgardo Ferreyra and Daniel S. Weinger of Luks, Santaniello, Petrillo, Cohen & Peterfriend, Fort Lauderdale, for Appellee.

LaROSE, Judge.

Citizens Property Insurance Corporation insured Sandra Perez Carbonell's house. A jury returned a verdict in favor of Citizens in a sinkhole case. It found that Ms. Carbonell's house suffered no structural damage caused by sinkhole activity. We have jurisdiction. See Fla. R. App. P. 9.030(b)(1)(A). She takes issue with evidentiary rulings made by the trial court. Because Ms. Carbonell has not shown that the trial court abused its discretion, we affirm. Background Citizens issued an all-risk homeowner's insurance policy to Ms. Carbonell. The policy covered "sinkhole loss." The policy defined a "sinkhole loss" as "structural damage" caused by "sinkhole activity." Ms. Carbonell reported possible sinkhole activity to Citizens. See § 627.706(2)(i), Fla. Stat. (2017) (" '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."). Ms. Carbonell observed cracks in her driveway and noticed that the ground was sinking from the driveway leading to her front steps. She further recounted that the back door doesn't open. . . . And what was mentioned also about my washer/dryer. It's stackable, and it's leaning on the pantry, and it bangs and shakes sometimes against the pantry. There's cracked tiles in the front porch. The laminate that was put down after the tile was removed is separating. There's cracks on the walls, cracks in the driveway. Citizens hired a forensic engineering firm to determine whether a sinkhole loss occurred. See § 627.706(2)(j) (" 'Sinkhole loss' means structural damage to the covered building, including the foundation, caused by sinkhole activity."). The engineering firm found that the damage observed by Ms. Carbonell "was not structural damage as defined by Chapter 627.706 of the Florida Statute [sic]." See § 627.706(2)(k) (setting forth a five-part definition of "structural damage"). Accordingly, the engineering firm concluded that Ms. Carbonell's house did not sustain structural damage caused by sinkhole activity.

2 Citizens denied coverage. It explained that "[b]ecause [Ms. Carbonell's] home has not been structurally damaged, there is no Sinkhole Loss and no coverage available under [the] policy." Relying on the engineering firm's report, Citizens advised her that an alternative combination of factors caused the damage to the house, including "differential vertical movement," "material expansion," and "type and/or quality of construction methods." Ms. Carbonell sued Citizens. She sought a declaration that sinkhole activity caused structural damage to her house and that her policy covered the damage. We recount those portions of the three-day trial necessary to evaluate Ms. Carbonell's appellate arguments. Ms. Carbonell called Barry Smith, a licensed professional engineer, as a witness. He testified that Ms. Carbonell's house suffered structural damage under two parts of the five-part statutory definition. See § 627.706(2)(k)1, 2. Mr. Smith concluded that the piers supporting the home experienced "vertical movement" and "the house itself [was] moving" downward into the soil: It certainly appeared that the foundation was significantly moving downward because the soils weren't holding the foundation adequately. So, the foundation was moving. That was allowing the next piece, which is these wood-frame girders and rim joists to move, that was allowing the floor joists to move and the overall condition resulted in the house itself moving. See § 627.706(2)(k)2 (defining "structural damage" as including "[f]oundation 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

3 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"). Mr. Smith explained that the house's floor was uneven, with portions experiencing "large scale sloping." Mr. Smith expressed concern that where sloping occurred near the foundation piers, the foundation was shifting due to "movement or settlement [of the] piers." See § 627.706(2)(k)1 (describing "structural damage" as including "[i]nterior floor displacement or deflection in excess of acceptable variances . . . 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"). James Funderburk testified next for Ms. Carbonell. He is a licensed engineer and geologist. He testified that he found "damage or sinking." He described a "vertical process" in which ground movement (or settlement) caused foundation movement leading to damage of the house's supporting structures. He concluded that "sinkhole activity is the only peril or geological hazard present to account for settlement of the [home]." John Edwards testified for Citizens. He is a licensed professional engineer. He testified about settlement of the foundation. Based on his multiple site inspections and review of competing engineering reports, he "conclu[ded] that there is no[ settlement damage] that [he] can identify." When discussing the photographs he had taken of Ms. Carbonell's house, Mr. Edwards testified that "all of this is just in great shape. . . . . [T]his is all in very good shape and not indicative of any settlement

4 damage that [he] could identify." When asked whether the photographs and his review of "any data [he] had to look at" indicated settlement at Ms. Carbonell's home, Mr. Edwards testified: There's [sic] not signs of settlement due to the foundation giving way. There's obviously—this could be considered settlement if we're talking about a floor, but this is not supported by the foundation or the piers that support the house. So everything I saw relative to these piers and the girders that sit upon them are not settling to any degree that I can observe. During cross-examination, Ms. Carbonell sought to elicit Mr. Edwards' opinion on sinkhole activity. For instance, Ms. Carbonell queried Mr. Edwards as to whether "there's sinkhole activity in . . . Boring B-3?" Citizens promptly objected, arguing that the question "[wa]s far outside the scope of what was asked on direct." The trial court sustained the objection. Further on cross-examination, Mr. Edwards attempted to decouple "settlement" and "structural damage." He explained that the latter does not automatically follow the former: Q: I mean, if there was evidence to you that the concrete piers had vertically moved downward, you would have to say there's settlement then at that point, right? A: I would say there may be settlement. That would be different than saying there's structural damage caused by settlement.

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SANDRA PEREZ CARBONELL v. CITIZENS PROPERTY INSURANCE CORPORATION, Counsel Stack Legal Research, https://law.counselstack.com/opinion/sandra-perez-carbonell-v-citizens-property-insurance-corporation-fladistctapp-2024.