Murad Management Inc v. Hastings Mutual Insurance Company

CourtMichigan Court of Appeals
DecidedDecember 18, 2018
Docket339206
StatusUnpublished

This text of Murad Management Inc v. Hastings Mutual Insurance Company (Murad Management Inc v. Hastings Mutual Insurance Company) is published on Counsel Stack Legal Research, covering Michigan Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Murad Management Inc v. Hastings Mutual Insurance Company, (Mich. Ct. App. 2018).

Opinion

STATE OF MICHIGAN

COURT OF APPEALS

MURAD MANAGEMENT, INC., UNPUBLISHED December 18, 2018 Plaintiff-Appellant,

v No. 339206 Oakland Circuit Court HASTINGS MUTUAL INSURANCE LC No. 2016-150935-CB COMPANY,

Defendant-Appellee.

Before: O’BRIEN, P.J., and TUKEL and LETICA, JJ.

PER CURIAM.

Plaintiff, Murad Management, Inc., appeals by right a trial court order granting summary disposition in favor of defendant, Hastings Mutual Insurance Company, pursuant to MCR 2.116(C)(10) and dismissing plaintiff’s complaint. We affirm in part, reverse in part, and remand for further proceedings consistent with this opinion.

I. BACKGROUND

Plaintiff manages a commercial office building and obtained an insurance policy for the premises from defendant. On or about March 11, 2015, a tenant of the building reported a water leak coming from the ceiling. Upon inspection, it was discovered that one or more of the trusses near the east end of the building failed, causing a portion of the roof surrounding an air- conditioning unit to visibly sag. The displacement of the roof also caused two water pipes to break and begin pouring water into a tenant’s unit.

Plaintiff filed a claim with defendant and retained Edward Boryn, P.E., a structural engineer, to inspect the damage. After inspecting the roof on March 13 and 14, 2015, Boryn issued a brief letter stating:

During this special structural inspection, it was confirmed that the East portion of the main roof had sagged approximately 8” at mid-span. Temporary wood shoring had already been installed to prevent this portion of the roof to sag any further. The other roof areas appeared to be unaffected by this recent event.

The main roof was being supported by flat, prefabricated wood roof trusses with a clear span of approximately 35 feet. In the area of the excessive

-1- sagging, several failed truss connections were found. Steel truss plates (bottom chord) were ripped and tension web members had become detached. All these are classic signs of the trusses being overloaded.

Based on this special structural inspection, it is my opinion that the excessive roof sag was caused by heavy snows which concentrated at the area under investigation. All of the main roof trusses are essentially the same, and have been in place for several years. Since the remaining main roof trusses are still intact, a reasonable conclusion would be that an abnormal event had occurred.

On March 30, 2015, Richard Serbowicz, P.E., inspected the building on defendant’s behalf. Serbowicz prepared a detailed report documenting his observations, including evidence of prior truss repairs, “moisture staining, efflorescence, and corrosion of the metal plate connectors at the failed bottom chord truss panel points,” and moisture-saturated areas that could be penetrated with a utility blade using “normal hand pressure.” He also referred to a “historic aerial view of the building roof from Google Earth,” dated May 9, 2010, that reflected dark staining on the damaged area of the roof caused by bio growth and sediment in areas of chronic ponding. Based on his inspection, Serbowicz reached the following conclusions:

[I]t is our opinion that the failure and subsequent downward displacement of the roof structure in the easterly portion of the building was due to a loss of strength of a number of truss panel point connections from long-term, chronic, moisture exposure and related deterioration. This led to an overload of the moisture- compromised bottom chord metal place connections at one or more trusses leading to load sharing and failure of additional trusses. The presentation of the failed trusses, as well as evidence of long-term chronic moisture intrusion and prior bottom chord damage, indicates the failure likely initiated at the vicinity of the bottom chord of the sixth to seventh truss from the east wall which resulted in load sharing to adjacent trusses and progressive failure of additional trusses to the east of these trusses.

It is our opinion that there is no proximate causal relationship between the roof failure and any specific weather-related event or occurrence. A review of the NOAA [National Oceanic and Atmospheric Administration] Interactive Snow Records on and about the reported date of loss indicates a maximum of 2” of modeled snow water equivalent. This equates to only 10.2 pounds per square foot of ground snow load. The maximum modeled snow water equivalent this past 2014-2015 winter season per the NOAA Interactive Snow Records in this geographic locale was maximum 3” of water on or about March 3, 2015. This equates to 15.6 pounds per square foot of ground snow load. These are not considered an extreme or damaging amount of snow for this geographic locale, where the design ground snow load is 20 pounds per square foot. We would expect an otherwise non-moisture-deteriorated and compromised roof structure to resist the expected service loads on the roof on the date of loss without failure.

-2- The progressive sagging of the roof was also hastened by the approximate 500 pound to 600 pound rooftop unit located in the area of the roof failure. This added point loading on the roof structure contributed to long-term deflection of the roof and associated ponding of water on the roof. There was no indication that the roof structure had any special reinforcing provisions in the location for the [rooftop unit] on the roof above, which is coincident with the area of significant sag and failure of the roof structure.

Relying on Serbowicz’s report, defendant denied plaintiff’s claim with respect to the roof damage, reasoning that the claim was precluded by policy exclusions disallowing coverage for damage caused by “[w]ear and tear”; “[r]ust, or other corrosion, decay, deterioration, hidden or latent defect or any quality in property that causes it to damage or destroy itself”; or “[c]ontinuous or repeated seepage or leakage of water, or the presence or condensation of humidity, moisture or vapor, that occurs over a period of 14 days or more.” However, to the extent that plaintiff sought coverage for interior water damage stemming from the broken water pipes, defendant issued payment to plaintiff in the amount of $38,221.59.

Despite the partial denial of its claim, plaintiff replaced the entire roof, all of the trusses, and the roof-top air-conditioning unit. On January 8, 2016, plaintiff filed a two-count complaint against defendant. In Count I, plaintiff alleged that defendant breached the terms of the insurance policy when it denied coverage for the damaged roof. In Count II, plaintiff alleged that it was entitled to an appraisal to determine the extent of loss. After completion of discovery, the trial court granted defendant’s motion for summary disposition. According to the trial court, there was no genuine issue of material fact that plaintiff’s roof damage claim fell within the “exclusion for deterioration and continuous or repeated seepage or leakage of water . . . .” The trial court also rejected plaintiff’s alternative reliance on an additional coverage provision applicable to “collapse,” finding that there was no evidence of a collapse, as defined by the policy.

II. STANDARD OF REVIEW

“We review de novo a trial court’s decision on a motion for summary disposition to determine whether the moving party is entitled to judgment as a matter of law.” Cuddington v United Health Servs, Inc, 298 Mich App 264, 270; 826 NW2d 519 (2012). “In reviewing a motion brought under MCR 2.116(C)(10), we review the evidence submitted by the parties in a light most favorable to the nonmoving party to determine whether there is a genuine issue regarding any material fact.” Id.

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Murad Management Inc v. Hastings Mutual Insurance Company, Counsel Stack Legal Research, https://law.counselstack.com/opinion/murad-management-inc-v-hastings-mutual-insurance-company-michctapp-2018.