Builders Mutual Insurance Company v. GCC Construction, LLC

District Court, E.D. Tennessee·Decided January 30, 2024·No. 1:22-cv-00208·Unknown

Opinion

UNITED STATES DISTRICT COURT EASTERN DISTRICT OF TENNESSEE AT CHATTANOOGA

BUILDERS MUTUAL INSURANCE ) COMPANY, ) Case No. 1:22-cv-208 ) Plaintiff/Counter-Defendant, ) Judge Travis R. McDonough ) v. ) Magistrate Judge Christopher H. Steger ) GCC CONSTRUCTION, LLC and ) TAHINI MAIN STREET, LLC, ) ) Defendants/Counter-Claimants. )

TRIAL OPINION

I. INTRODUCTION This dispute involves a builders-risk insurance policy obtained before the start of work on a century-old brick building in Chattanooga, Tennessee. Defendant/Counter-Claimant Tahini Main Street, LLC (“Tahini”) purchased the building to renovate it and lease it to commercial tenants. Tahini hired GCC Construction, LLC (“GCC”) as its general contractor.1 Builders Mutual Insurance Company (“Builders Mutual”) issued GCC the policy, which listed Tahini as an additional named insured. In relevant part, the policy covers “direct physical loss or damage” caused by “collapse” if hidden, unknown decay caused such collapse. On November 15, 2021, GCC’s subcontractor cut a rectangle out of the building’s west wall in anticipation of placing a window on the third floor of the building. As a result, a number of bricks fell from above the window cut.

1 The Court will refer to Tahini and GCC together as “Claimants.” Before the trial, the Court granted Claimants summary judgment that these fallen bricks constituted a “collapse” under the policy and that this “collapse” was caused by hidden, unknown decay. (Doc. 156, at 35–36, 42.) At trial, Claimants asserted that, after this “collapse,” the entire west wall—nay, the entire building—was structurally unsound. The Court was called upon to decide, pursuant to the insurance policy, the extent to which the limited collapse of

bricks from above the window cut caused “direct physical loss or damage” to the rest of the west wall and the building as a whole. The evidence at trial convincingly established that the relatively minor collapse from above the window cut had no significant effect on the remainder of the wall or the building. The building’s structural integrity was compromised long before the November 15, 2021 collapse and long before the policy went into effect. The collapse merely revealed the building’s long- existing lack of structural integrity. Based on the following findings of fact and conclusions of law, the Court awards neither Claimant any recovery under the policy or on their breach-of- contract and bad-faith counterclaims.

II. FINDINGS OF FACT A. The Policy Builders Mutual issued GCC an insurance policy with an effective policy period of September 2, 2021, to September 2, 2022. (Pls.’ Ex. 2.)2 Tahini was a named additional insured. (Id.) The policy covered losses that occurred within the policy period. (Id.) Relevant here, it covered “direct physical loss or damage” that is “caused by collapse of . . . part of a building” if

2 All parties agreed that Claimants bore the burden of proof on their counterclaims. Therefore, they requested that, for purposes of the trial, they refer to Claimants as the “plaintiffs” and Builders Mutual as the “defendant.” The Court acquiesced. Therefore, “Pls.’ Ex.” refers to exhibits offered by Claimants, and “Def.’s Ex.” refers to exhibits offered by Builders Mutual. that collapse is “caused by . . . [d]ecay that is hidden from view, unless the presence of such decay is known to an insured prior to collapse.” (Id.) This provision did not cover damages to a building caused directly by decay and not by a decay-caused collapse. (Id.) The policy did not define “direct physical loss or damage.” (See id.) But it defined “loss” as “accidental loss and accidental damages.” (Id. (internal quotations omitted).)

Additionally, the policy contained an addendum for existing building(s) or structure(s). (Id.) This addendum, in relevant part, provided that the most Builders Mutual would pay for any “loss” is the least of: (1) “[t]he Limit of Insurance which applies to the existing building(s) or structure(s)”; (2) “[t]he amount [insured] actually spend to repair the damages or destroyed property with property of comparable type or quality”; (3) “[a]ctual cash value of the existing building or structure at the time of ‘loss’”; or (4) “[t]he amount [insured] paid for the existing building(s) or structure(s) plus the actual cash value of the improvements made by or for [insured] after [insured] purchased the building(s) or structure(s) up to the time of ‘loss.’” (Id.) But this addendum did not expand the policy’s coverage beyond “direct physical loss or

damage,” nor did it alter the policy’s definition of “loss”; it only changed the calculation of the amount of any “loss.” (See id.) B. The Building and the “Collapse” The structure of the building at 27 West Main Street experienced very significant deterioration prior to the policy period. In fact, Claimants’ own project engineer and expert witness, David Cartwright, observed just after the November 15, 2021 collapse: “It is my professional opinion that due to severe unforeseen deterioration only recently uncovered inside the existing west wall, that it is not structurally viable to carry the loads of the new renovation.” (Pls.’ Ex. 60a (emphasis added).) Simply put, old deterioration—not anything that resulted from the minor collapse—caused the west wall’s structural instability. Cartwright also observed that the mortar joints were deteriorated, that courses of brick fell out randomly, and that chunks of brick easily broke apart. (Pls.’ Ex. 60b.) Other of Claimants’ own witnesses agreed. Claimants’ structural engineer, Colby Butterfield, for example, observed that this deterioration was a “ubiquitous issue” and that the center wythes of the exterior walls were likely a “core of rubble”

throughout the building. (Pls.’ Ex. 110a.) This core of rubble where the center wythe should have been meant that the assumptions supporting Cartwright’s load calculations in the project did not exist when he made the calculations in the first place. According to Cartwright, his calculations rested upon a three-wythe brick wall with the wythes bonded together. With a “core of rubble” where a bonded inner wythe should have been, the wall was not viable even before the policy took effect. On November 15, 2021, this old, hidden, and ubiquitous deterioration was finally exposed. When a window cut was made, bricks fell from above the window cut, primarily from the interior wythe of the three-wythe west wall. Based on GCC’s project manager Mitchell

McBee’s eyewitness testimony, the Court finds that a total of a few dozen bricks fell, enough only to create a pile of bricks a couple feet high under the window cut, tapering off in depth from the wall. McBee testified he could see “separated” vertical mortar above the hole from which the bricks fell. This means that his view of the voids between these wythes was not blocked by the header row only four rows above the window cut.3 Therefore, at least significant portions of

3 Bricks in a header row run perpendicular to the wall, from the outside inward, tying the two outer wythes to the inner wythe. At the level of a header row, the wall is solid brick. At the level of a non-header row, there are three wythes that do not touch each other. that header row must have fallen too. This is not surprising, given the evidence of extensive deterioration of the bricks.4 The Court is convinced that ubiquitous decay had already robbed the wall of its structural integrity long before the November 15, 2021 collapse. Before work began, the west wall, as well as the entire building, was structurally unsound. And, after the collapse, the west wall and the

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