Stuart H. Kaplow v. City of Gatlinburg Board of Adjustments and Appeals

CourtCourt of Appeals of Tennessee
DecidedJune 30, 2015
DocketE2014-00347-COA-R3-CV
StatusPublished

This text of Stuart H. Kaplow v. City of Gatlinburg Board of Adjustments and Appeals (Stuart H. Kaplow v. City of Gatlinburg Board of Adjustments and Appeals) is published on Counsel Stack Legal Research, covering Court of Appeals of Tennessee primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Stuart H. Kaplow v. City of Gatlinburg Board of Adjustments and Appeals, (Tenn. Ct. App. 2015).

Opinion

IN THE COURT OF APPEALS OF TENNESSEE AT KNOXVILLE February 24, 2015 Session

STUART H. KAPLOW, ET AL. v. CITY OF GATLINBURG BOARD OF ADJUSTMENTS AND APPEALS, ET AL.

Appeal from the Circuit Court for Sevier County No. 2012-1311-III Rex Henry Ogle, Judge

No. E2014-00347-COA-R3-CV-FILED-JUNE 30, 2015

Housing units belonging to the property owners were cited by a city official for condemnation. The property owners appealed to the city’s Board of Adjustments and Appeals. After the board agreed with the city official and condemned the property, the property owners filed a petition for common law writ of certiorari seeking judicial review of the board’s decision. The trial court determined that the decision of the board was supported by material evidence and was neither arbitrary nor capricious. The property owners appeal. We affirm.

Tenn. R. App. P. 3 Appeal as of Right; Judgment of the Circuit Court Affirmed; Case Remanded

JOHN W. MCCLARTY, J., delivered the opinion of the court, in which CHARLES D. SUSANO, JR., C.J., and THOMAS R. FRIERSON, II, J., joined.

Arthur G. Seymour, Jr., and Matthew A. Grossman, Knoxville, Tennessee, for the appellants, Stuart H. Kaplow and Maury R. Greenstein.

John T. Batson, Jr., and Brian R. Bibb, Knoxville, Tennessee, for the appellees, City of Gatlinburg Board of Adjustments and Appeals, City of Gatlinburg, Ralph Maples, David Hadden, Gary Shultz, Mike Smelcer, and Mitch Ayers.

OPINION

I. BACKGROUND

This appeal concerns certain low income rental property owned by Maury R. Greenstein and leased by Stuart H. Kaplow (collectively, “the Property Owners”) at 426 Ski Mountain Road (“the Property”) in Gatlinburg, Tennessee (“the City”). The Property, built during the 1940s, was condemned by order of Deputy Building Official Jay Horner on October 2, 2012; the City’s Board of Adjustments and Appeals (“the Board”) affirmed the order of condemnation on November 8, 2012, finding the Property to be in violation of the International Property Maintenance Code (“the IPMC”).1

Horner identified various structural deficiencies and concluded that there was “an imminent danger of somebody - something failing, somebody getting hurt.” He contacted structural engineer Todd Duncan to further inspect the Property. The structural defects were detailed by Duncan as follows:

Building D

The concrete ramp providing access to the second level is damaged and in poor condition. It was not constructed properly and is possibly inadequate to allow safe egress from the building in the event of an emergency. The ramp is deteriorated, the rebar is rusted and exposed, and the concrete is chipping. Underneath the building, an exposure has been made to allow a creek to run below the structure, and the concrete pipe that the creek runs through is severely deteriorated and the steel reinforcement exposed. The pipe which the water runs through was placed in such a way as to support the load of the building. The second floor balcony is exhibiting structural deficiencies with cracks in the concrete caused by freezing. This raises the risk of serious injury or death from falling and reduces the “actual load capacity of the cantilevered slabs [which] may be less than needed to support the weight of the occupants.” The concrete slab above the mechanical room is in a serious state of deterioration. It had previously been sealed off but has since been opened and is unsafe for residents to walk on. The mechanical room is in poor repair and creates both circumstances for decay and microbial growth along with a weakening of the structural integrity of the building itself. Other issues include the sealing of a gap around an air conditioning unit with non- treated plywood and the deterioration of the gutter system.

1 The City adopted the IPMC on September 19, 2006. -2- Building E

This building also contains a storm drain pipe which runs underneath it which is forced to support, in part, the load of the building itself. Because of the decay of the storm drain pipe, “there are concerns the aged pipe has partially collapsed in the area below Building E allowing water to erode the soil supporting the building foundation and floor slabs.” As in Building D, the steel reinforcement of the pipe is coming into contact with the storm water and beginning to deteriorate.

Building F

Of particular concern is a deteriorated retaining wall rising ten to fifteen feet from the creek below that supports a sidewalk adjacent to Building F. The retaining wall supports the concrete walkway, which is an exit corridor for Building F. At the base of the retaining wall, several pieces of a slab have fallen off, and the soil on which the concrete retaining wall sits is beginning to wash out, calling into question the structural integrity of the wall itself. As a result of the damage to the retaining wall, the concrete slab upon which Building F is based has slipped five or six inches. There is also a one inch gap created on the block mortar joint on the outside of Building F. Duncan notes that failures present at the base of the stone wall indicate that it is not supported by a continuous concrete foundation and results in the loss of support for the concrete walkway above. Portions of the rock base of the stone wall have fallen off into the creek bed and the soil at the bottom of the wall is beginning to wash out. Because of the failure of the stone retaining wall, both the north exterior wall of Building F and the concrete walkway slabs along the exterior are beginning to move. Significant gaps of between one and six inches are forming on the concrete slab and at the interior and exterior joints. Duncan concludes: Based on the age of the existing stone retaining wall, lack of structural continuity and stone construction, magnitude and quantity of damage and failures along the length of the wall, as well as, the loss of support for the building foundation and the safety of the occupants, the wall -3- must be removed and replaced with a new, adequately designed and constructed wall to resist the applied forces. Duncan also notes that the roof of Building F is in very poor condition and is showing signs of separation, breaking and decay.

Building G

This building has issues with separation of the roof structure evidencing a lack of maintenance. Duncan notes severe deficiencies with the condition of the roof, including a “deflected shape” that indicates localized failure of the roof structure. Duncan identifies other serious issues with the roof and end gable of Building G, including a lack of gutters adjacent to certain portions of the roof.

Building H

Duncan notes that the concrete masonry has been removed to allow the installation of small window air conditioning units, but the gap between the air conditioning units and the existing masonry is not properly reconstructed. Instead, untreated wood was used to block the gap.

In his written report presented to City Attorney James Ripley, Duncan made the following conclusion:

The itemized damage revealed a significant concern for the safety of the occupants and guests. The noted damage is a product of substandard maintenance and upkeep, which has resulted in the loss of structural integrity to the buildings. Uncorrected, the noted conditions will worsen with possible localized failures and/or collapse of the structures.

Horner thereafter concluded that the buildings were unfit for occupancy and the appropriate course of action was to condemn the Property pending remediation of the structural deficiencies. The letter of condemnation was hand delivered to Kaplow on October 2, 2012.

-4- The Property Owners appealed the condemnation to the Board.

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Bluebook (online)
Stuart H. Kaplow v. City of Gatlinburg Board of Adjustments and Appeals, Counsel Stack Legal Research, https://law.counselstack.com/opinion/stuart-h-kaplow-v-city-of-gatlinburg-board-of-adju-tennctapp-2015.