Jacob Lee Enterprises LLC v. Erie Insurance Exchange

District Court, E.D. Wisconsin·Decided August 31, 2025·No. 2:22-cv-00654·Unknown

Opinion

UNITED STATES DISTRICT COURT EASTERN DISTRICT OF WISCONSIN

JACOB LEE ENTERPRISES, LLC,

Plaintiff, Case No. 22-cv-654-pp v.

ERIE INSURANCE EXCHANGE,

Defendant.

ORDER GRANTING DEFENDANT’S MOTION FOR SUMMARY JUDGMENT (DKT. NO. 16) AND DISMISSING CASE

On May 6, 2022, the plaintiff (a Wisconsin limited liability corporation) filed a complaint in Racine County Circuit Court alleging that the defendant (a Pennsylvania corporation) breached its insurance contract with the plaintiff by denying coverage for wind and water damage to the plaintiff’s building in Racine, Wisconsin. Dkt. No. 1-2. On June 2, 2022, the defendant removed the case to federal court, asserting diversity jurisdiction, dkt. no. 1, and the defendant answered, dkt. no. 2. On June 30, 2023, the defendant filed a motion for summary judgment. Dkt. No. 16. The motion has been fully briefed since September 2023. The court will grant the defendant’s motion for summary judgment and dismiss the case. I. Background The following facts are undisputed unless otherwise noted. A. The Parties The plaintiff is an LLC owned and managed by the Aukland family; the plaintiff primarily owns, rents and manages properties. Dkt. No. 24 at 1, ¶¶1–2. These properties include a building at 946 Garfield Street in Racine, Wisconsin that is the subject of this case. Id. at 2, ¶3. On September 13, 2021, there was a storm in Racine that caused significant damage throughout the area, including numerous fallen trees due to high winds. Dkt. No. 33 at ¶¶9–10. Two

days later, Krisjan Aukland noticed that a portion of the roof was flapping over the side of the building like a sail. Id. at ¶11. Krisjan’s brother Tyler joined him at the building on September 15, and the Aukland brothers went up to the roof and noticed that the roof membrane had torn, leaving a large portion of the gypsum layer of the roof exposed. Id. at ¶12. Shortly thereafter, the plaintiff reported a claim to the defendant for the roof. Id. at ¶13. B. The Plaintiff’s Claim The defendant appointed John Thomsen as its claim adjuster for the

plaintiff’s claim. Dkt. No. 33 at ¶15. On September 17, 2021, Thomsen met the Aukland brothers at the building to inspect the damage. Id. at ¶18. Thomsen’s inspection report noted that “[s]heathing is in good condition.” Id. at ¶19. Thomsen also reported that at the time of his inspection, the building had not experienced any new water damage. Id. at ¶21. The parties dispute what Thomsen instructed the Auklands to do about the roof after his inspection. According to the plaintiff, Thomsen told the Auklands that they could not have

the roof tarped or do anything else until a consultant had had an opportunity to review the damage. Id. at ¶20. The defendant contends that Thomsen advised the Auklands not to make repairs to the roof until a consultant inspected it but also told the Auklands to perform mitigation (which would have included tarping the roof). Id. The defendant retained Roofing Consultants, Ltd. (RCL) to inspect the roof. Id. at ¶24. Though the damage occurred on September 13, 2021, RCL did

not complete the inspection until October 15, 2021. Id. at ¶25. On ten days in the meantime, there was precipitation in the Racine area, ranging from drizzling to downpours. Id. at ¶26. During these storms, more rainwater entered the building. Id. at ¶27. The plaintiff was concerned that the delay in inspecting the roof was causing additional damage to the roof. Dkt. No. 33 at ¶28. On October 14, 2021, the plaintiff texted Thomsen asking when the inspection would occur. Id. at ¶29. Thomsen then called the plaintiff and advised it to tarp the roof. Id. at

¶30. The defendant disputes that this was the first time Thomsen advised the plaintiff to tarp the roof. Id. C. RCL’s Inspection RCL assigned Senior Consultant Nicholas Gorgen to the claim; Gorgen inspected the roof on October 15, 2021. Dkt. No. 24 at 3, ¶¶7–9. Gorgen made the following observations in his report: In general, the current roof is in poor condition. There are numerous failed/open seams and perimeter flashings, some have resulted in relatively large-scale breaches in the roof and exposure of the wood deck. A variety of repair attempts of multiple vintages were observed throughout the roof. Some of these are largescale repairs that intersect or overlap other large-scale repairs. The fluid-applied polymer coating over the roof includes polyester reinforcement in some locations but not in others. The age of the acrylic top coat varies as evidenced by the level of degradation. It also appears that coatings have been used sporadically as a repair method at random locations.

Id. at 3-4, ¶10 (quoting Dkt. No. 19-3 at 3). Gorgen also made the following comments in the report: Significant wind-related displacement of the membrane is present in the west half of the roof, exposing the underlying gypsum coverboard and accounting for approximately 40% of the total square footage of the roof. The location and scale of this area is illustrated on the included roof plan. Unlike most wind-related failures, which typically begin at a membrane termination such as a roof edge, this failure appears to have started in the field of the roof. Examination of the displaced membrane shows no detachment at either a parapet wall or the gutter edge. This suggests that some type of attachment deficiency was present in the field of the wind- affected area. Examination of satellite imagery from April 2021 clearly shows a large-scale failure in the field of the west half of the roof. It is possible, if not probable, that this represents an earlier stage of the current state of the roof.

Significant degradation of the gypsum coverboard is readily discernible. Additionally, the related fasteners and plates are heavily corroded. This is evidence that these elements have been exposed to moisture for an extended period of time, suggesting that water infiltration has been occurring since long before the reported date- of-loss. Excessive and widespread water staining and damages to the structural wood elements throughout the interior of the facility on every floor level further support long-term water infiltration.

Id. at 4, ¶11 (quoting Dkt. No. 19-3 at 4). The report included the following analysis of weather data: The included Corelogic Wind Verification Report has a reporting threshold of 58 MPH or higher 3-second gust occurring at 10 meters above-ground-level (Note: The subject roof is 1-story higher than the recording height in the report, causing the possibility of incrementally higher wind speeds). The report lists numerous notable wind events occurring at the subject property in the previous decade, however, no event is listed for the reported date-of- loss. In the recorded period the highest wind speed is 65 MPH, occurring in August of 2020, which a properly installed and maintained commercial roof system should be able to withstand. This wind report is supporting evidence that the questionable installation/repairs and long-term water infiltration in the field of the subject roof were factors in its failure. This is further supported by the absence of failure at the poorly terminated perimeter where wind forces are the greatest.

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