COVENANT REALTY v. WESTMINSTER AMERICAN INSURANCE COMPANY

CourtDistrict Court, E.D. Pennsylvania
DecidedOctober 26, 2021
Docket2:20-cv-00301
StatusUnknown

This text of COVENANT REALTY v. WESTMINSTER AMERICAN INSURANCE COMPANY (COVENANT REALTY v. WESTMINSTER AMERICAN INSURANCE COMPANY) is published on Counsel Stack Legal Research, covering District Court, E.D. Pennsylvania primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
COVENANT REALTY v. WESTMINSTER AMERICAN INSURANCE COMPANY, (E.D. Pa. 2021).

Opinion

IN THE UNITED STATES DISTRICT COURT FOR THE EASTERN DISTRICT OF PENNSYLVANIA

COVENANT REALTY, CIVIL ACTION Plaintiff,

v. NO. 2:20-cv-00301-KSM WESTMINSTER AMERICAN INSURANCE COMPANY,

Defendant.

MEMORANDUM MARSTON, J. October 26, 2021 Plaintiff Covenant Realty brings this insurance contract action against Defendant Westminster American Insurance Company. Covenant alleges that Westminster, in bad faith, breached its contractual obligations by failing to cover the damage caused by the collapse of a glass skylight atrium at Covenant’s property in Pottstown, Pennsylvania. Presently before the Court is Westminster’s motion for summary judgment. For the reasons discussed below, Westminster’s motion is granted in part and denied in part. I. Factual Background Viewing the evidence in the light most favorable to Covenant, the relevant facts are as follows. A. The Insurance Policy Westminster issued a Business Owner’s Special Policy (the “Policy”) to Covenant, insuring Covenant’s four-story apartment building located at 101 East High Street in Pottstown, in the amount of $3,700,000. (See Doc. No. 19-12.) The Policy includes several exclusions from coverage, one of which is relevant here. Pursuant to Additional Exclusion 2, the Policy “do[es] not pay for loss or damage involving collapse, caving in, or impairment of structural integrity, including but not limited to sagging, bowing, bending, leaning, separation of parts of the property, or inadequacy of load

bearing capacity.” (Id. at 31.) This exclusion does not apply where the loss results from a “specified peril[],” such as a “windstorm.” (Id. at 11, 31.) Although the Policy specifically excludes collapses, it includes an “Additional Coverage of Collapse” provision, which covers “loss or damage to covered property caused by the sudden and abrupt collapse of a covered building or a portion of a covered building . . . caused by hidden decay of a structural component of the building or structure, unless an ‘insured’ knew of or could reasonably be expected to suspect the presence of such decay prior to the sudden and abrupt collapse.” (Id. at 15.) B. The Collapse

Covenant’s apartment building has a glass skylight atrium on its roof. (Doc. No. 19-10 at 15.) Late in the evening of July 9 or early in the morning of July 10, 2019,1 the atrium collapsed (the “Collapse”), leaving a hole in the roof and causing glass and other debris to fall into the building’s elevator vestibule. (Doc. No. 1, Ex. A at 9 ¶ 4.) On the night of the Collapse, the

1 Covenant’s Complaint asserts that the Collapse occurred “on or about 7/10/2019” (Doc. No. 1, Ex. A at 9 ¶ 4); however, in its response to Westminster’s motion for summary judgment, Covenant claims there is “uncertainty as to what the specific time it occurred over July 10-11.” (Doc. No. 21 at 2 ¶ 1.) Westminster offers a facsimile cover sheet that shows Covenant’s claim was submitted on July 10, 2019 at 5:35 p.m. (Doc. 22-1 at 2–5.) Given this undisputed evidence regarding the timing of the loss claim, Covenant conceded during oral argument that the loss occurred on the evening of July 9 or early in the morning of July 10. (Doc. No. 33 at 51 (“[I]t seems like we would be pretty consistently on [July] 10th.”).) building’s supervisor called Covenant’s owner and alerted him that “the atrium roof fell and the water is pouring into the building.” (Doc. No. 19-10 at 14.) The Collapse resulted in tens of thousands of dollars in damage to the interior, atrium, and rooftop of the building. (Doc. No. 1, Ex. A at 15–50.) Immediately following the Collapse, Covenant submitted a notice of loss claim to Westminster. (Doc. No. 22-1 at 2–5, Doc. No. 33 at 50–51.)

C. Investigation into the Collapse Shortly after the Collapse, Covenant retained a public adjuster, Stephen Figlin, to investigate its cause and assist with the claims-submission process. (Doc. No. 21 at 102–03.) Upon receipt of Covenant’s claim, Westminster also retained an adjuster, Eric Schuster, and a structural engineer, Robert Hoffman, to conduct its own investigation of the cause of the Collapse.2 (See Doc. Nos. 19-6, 19-7.) Following their respective investigations, Figlin, Schuster, and Hoffman came to differing conclusions as to the cause of the Collapse. (See Docs No. 19-6, 19-7, 19-13.) 1. Storm Damage

Covenant’s notice of claim stated that the atrium collapsed “due to the heavy rain.” (Doc. No. 19-5 at 2.) However, weather reports from the National Oceanic and Atmospheric Association (“NOAA”) show no record of rain and a peak wind speed of twenty-one miles per hour at the time of the Collapse. (Doc. No. 21 at 31–32.) Despite the lack of recorded rain or winds exceeding twenty-one miles per hour, Covenant’s owner testified that, on the night of the Collapse, the building’s superintendent called him reporting “very strong wind and rain and [that

2 Within days of receiving the claim, Westminster started its inspection of the apartment building. Westminster’s experts inspected the building on more than one occasion. (See Doc. No. 19-6 at 2 (indicating that Westminster’s adjuster inspected the building on July 16 and July 30, 2019); Doc. No. 19- 7 at 2 (indicating that Westminster’s engineer inspected the building on July 16 and July 19, 2019).) the atrium] collapsed.” (Doc. No. 19-10 at 26.) Covenant’s owner also testified that, at the time of the Collapse, “in Pottstown . . . it was raining and the wind was strong.” (Id. at 27.) Likewise, Covenant’s adjuster testified, “It’s my belief and my opinion that [a] windstorm contributed to the severe damage to the roof atrium system . . . .” (Doc. No. 21 at 111.) In contrast, Westminster’s adjuster concluded that heavy winds and rain could not have

caused the Collapse. He explained, “The glass panels were sloped and designed to drain rain/precipitation directly off of it onto the flat roof system and away from the glass/steel” so “water could and would not collect on this system.” (Doc. No. 19-6 at 2.) Westminster’s structural engineer also found that the structure of the atrium was such that heavy rain and high winds could not have caused the Collapse: “The A-frame roof construction design promotes drainage of water off of the [atrium]” such that “[w]ater would not accumulate on the structure resulting in an increased load. The failure of the structure was not the result of a one-time weather-related event.” (Doc. No. 19-7 at 5.) 2. Wear and Tear

Both parties agree that the Collapse was caused, at least to a degree, by decay, deterioration, and rot within the atrium, but the parties disagree as to whether that decay was hidden. (Doc. No. 19-2 at 11, Doc. No. 21 at 24–25.) Covenant claims it was not aware of decay in the atrium prior to the Collapse. (Doc. No. 21 at 11.) At several points before the Collapse, the glass panels atop the atrium cracked, causing water to leak into the interior of the building. (Doc. No. 19-10 at 15.) Covenant’s maintenance crew replaced the glass panels, and Covenant was not aware of any issues with leaks through the atrium following these repairs. (Id. at 15–16.) Just a few months prior to the Collapse, Covenant’s owner was on the roof of the building and did not “identify any problems or issues that needed to be dealt with.” (Id. at 17.) Westminster’s adjuster and engineer disagree—they both uncovered signs of wear and tear around the atrium, which they claim would have been visible before the Collapse. On his initial investigation following the Collapse, Westminster’s adjuster observed “visible

wear/tear/rust/corrosion/deterioration to the steel frame and all wood frame components surrounding and supporting the [atrium].” (Doc. No. 19-6 at 3.) Similarly, Westminster’s structural engineer found that the atrium roof “exhibited signs of deterioration” and that “the remaining metal track [was] corroded.” (Doc. No.

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COVENANT REALTY v. WESTMINSTER AMERICAN INSURANCE COMPANY, Counsel Stack Legal Research, https://law.counselstack.com/opinion/covenant-realty-v-westminster-american-insurance-company-paed-2021.