Saddletree Holding LLC v. Evanston Insurance Company, Markel Service Inc

CourtDistrict Court, D. Wyoming
DecidedMarch 17, 2023
Docket2:22-cv-00089
StatusUnknown

This text of Saddletree Holding LLC v. Evanston Insurance Company, Markel Service Inc (Saddletree Holding LLC v. Evanston Insurance Company, Markel Service Inc) is published on Counsel Stack Legal Research, covering District Court, D. Wyoming primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Saddletree Holding LLC v. Evanston Insurance Company, Markel Service Inc, (D. Wyo. 2023).

Opinion

IN THE UNITED STATES DISTRICT COURT Stee 8:11 am, 34723 FOR THE DISTRICT OF WYOMING Margaret Botkins SADDLETREE HOLDING, LLC, Clerk of Court

Plaintiff, VS. Case No. 22-CV-89-NDF EVANSTON INSURANCE COMPANY, and MARKEL SERVICE, INC., Defendants.

ORDER ON MOTIONS FOR SUMMARY JUDGMENT

On July 17, 2019 Defendant Evanston Insurance Company (“Evanston”) disclaimed insurance coverage of damage to the building (“Building”) owned by Plaintiff Saddletree Holding, LLC (‘“Saddletree”). Plaintiff brings claims for breach of the insurance contract (‘Policy’), substantive bad faith, and procedural bad faith. ECF 49, p.2. The parties have each submitted motions for summary judgment, supporting memoranda, ECF 78, 79, 80, 81, and memoranda in opposition, ECF 82, 83. The Court heard oral arguments on March 14, 2023. Plaintiff seeks partial summary judgment that their insured building has “collapsed” as the term is used in the Additional Coverage — Collapse provision of the Policy. ECF 79. Defendant Evanston and its claims service manager, Defendant Markel Service, Inc. (“Markel”), seek summary judgment on all claims. ECF 81. For the reasons below, Defendants’ motion for summary judgment is GRANTED and Plaintiffs complaint is DISMISSED. The Court does not need to reach Plaintiff's motion for partial summary judgment, and it is DENIED.

I. Facts The relevant facts, viewed in the light most favorable to Plaintiff, except where disputes are noted, are as follows:

In 2014, Saddletree, which is owned by David Gose, hired Dreams Carports & Buildings, Inc., (“Dreams”) to construct the Building, an 11,900 square-foot metal building at 2739 Highway 116 N, Upton, WY. ECF 79-1, 79-2. The Building was intended for multipurpose public use, i.e., indoor archery, craft or gun shows, weddings, funerals, birthdays, reunions, anniversaries, and other recreational

activities. ECF 79-1, ¶ 3. Saddletree’s Building was insured by Defendant Evanston under policy number 2AA132775. ECF 79-2. Following a large snowstorm on January 20, 2019, the Building’s fire alarm suddenly went off, but no fire was present. ECF 79-1 at ¶5. The alarm also sounded again

after January 20, 2019, but the first time that it sounded was on January 20, 2019. Id. at ¶6. Defendants contend that the fire alarm did not sound until March 2019. ECF 81-1 at 42:21-43:3, 52:2-4, 67:1-15, 87:24-88:1; ECF 81-3, ¶ 12. By March 2019, the snow had melted and Mr. Gose noticed damage to the roof and walls. ECF 79-1, ¶¶ 7, 8.

On May 2, 2019 Mr. Gose and his electrician cut out four areas of the Building’s interior drywall revealing that the Building’s steel columns had buckled 2 or more inches and that the buckling had pinched the fire alarm wire. Id. at ¶¶ 9,10, 12.

2 On May 7, 2019 Mr. Gose filed a claim for damages and noted the date of loss as January 20, 2019. Id. at ¶14, 15; Id. at p. 4. Saddletree’s claim was assigned to a claims service manager at Defendant Markel.

ECF 79-3 pp. 2-3, 12-13. Markel retained Andy Schultz of Frontier Adjusters to conduct a field inspection of the Building. Id. at 17-19. Schultz inspected the Building on May 15, 2019, observed “bent and warped structural members, [the] caved-in roof, and deflected roof trusses,” and reported the findings to Defendant Evanston. ECF 79-4, p. 8; ECF 81-5. Defendants retained structural engineer Brian L. Baggaley who examined the

Building on June 6, 2019. ECF 81-7. Defendants contend that, during the inspection, Baggaley advised Gose that “the structure of the [B]uilding was too weak.” ECF 81-1 at 20:7-22:10. On July 27, 2019 Baggaley submitted his report, ECF 79-6. It states that: (1) The cause of the fire alarm was determined to have been a wire that had been

pinched when a steel column “buckled.” ECF 79-5, pp. 8, 9; (2) There had been about 30 inches of ground snow during the winter of 2018/2019. Id. at p.8; (3) The connection plate at the ridge of the truss had buckled outward 1/8 inch at some locations. Id. at p. 10;

(4) The roof had a downward deflection of approximately 6 inches. Id. at p. 68; (5) There were “indications of damage to the roof support structure . . . in multiple locations.” Id.;

3 (6) The “deflection of the roof and the buckling of the frame members supporting the roof trusses were indications of the [Building’s] distress and failure.” Id.; (7) Although the roof and walls were still intact, the frames in the walls had localized

areas where the steel tube members had buckled up to 2 inches from the vertical condition. Id.; (8) The buckling of the steel tube members was a structural failure and “severely weakened the member capacity to carry loads.” Id.; (9) Because of the damage, the Building should not “be occupied during any months

where snow on the roof of the structure may occur.” Id. Mr. Baggaley concluded that the damage was caused as a result of the Building being inadequately “designed and/or constructed” and, as a consequence, “the roof and support columns . . . buckled under the weight of snow during the 2018/2019 snow year.” Id. at p. 6.

Mr. Baggaley supported his conclusions by reviewing the weather reports and seeing that, at the time the fire alarm sounded, there had been the equivalent of 13 pounds per-square foot of snow and “[a]s such, the roof structure failed under the snow loads.” Id. at pp. 11-12. On July 27, 2019 Defendant Markel issued a denial letter to Plaintiff Saddletree on

behalf of Defendant Evanston. Defendant Markel explained that the cause of the loss was due to the Building’s “improper/inadequate design and construction” being unable to support the snow load, and that under Policy Section B.2.d.(2) there was no coverage for a

4 Building that suffered damage resulting from any “hidden or latent defect” or “any quality in property that causes it to damage or destroy itself.” ECF 79-6, pp 1-3. The claim denial letter did not explain why there was no coverage under the Policy’s “Additional Coverage

– Collapse” provision. Id. The letter also did not tell Mr. Gose that his Building was dangerous and should not be occupied, so the people of Upton tried to continue to occupy the Building. ECF 79-1 at ¶16; ECF 79-3, pp. 23-24. On September 27, 2019 Sean Durrant, then Plaintiff Saddletree’s Counsel, wrote to Defendant Markel stating that Plaintiff “does not dispute the denial of the claim,” and asked

Markel to produce a copy of Baggaley’s report, and any other material Markel relied upon in denying coverage, because Saddletree wanted to pursue a claim against Dreams. ECF 79-7. Defendant Markel declined to produce the report because it was Markel’s unwritten “protocol” not to do so. ECF 79-9; ECF 79-3 p. 22. Kraig Schilling, the commercial

property claims manager who joined Markel the following year, testified that he was not aware of any such protocol, that requests for inspection reports are decided on a case-by- case basis, and that requests for reports coming from an insured’s counsel would be reviewed by Markel’s general counsel. Schilling dep. pp. 26-29. On December 6, 2019 Dreams’ structural engineer, Omar Abu-Yasein, submitted

his inspection report on the Building. ECF 79-10. The report revealed a “caved in roof and deflected roof trusses.” ECF 79-10. Previously, on November 3, Abu-Yasein also emailed that the “frames are overstressed and in a collapsing stage,” and that the Building

5 was “structurally unsound” and should not be used “unless temporary shoring is provided and a final fix is implemented.” ECF 79-11. The temporary shoring was installed by Dreams in January 2020. ECF 79; ECF 81.

On November 4, 2019, Durrant forwarded Dreams’s advice to Plaintiff “to vacate the [Building] based on recommendations received from [Dreams’s] engineer.” ECF 81-14, p. 23; ECF 81-13. Plaintiff contends that at this point Mr.

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