Melrose Housing Authority v. New Hampshire Insurance

520 N.E.2d 493, 402 Mass. 27, 1988 Mass. LEXIS 75
CourtMassachusetts Supreme Judicial Court
DecidedMarch 28, 1988
StatusPublished
Cited by31 cases

This text of 520 N.E.2d 493 (Melrose Housing Authority v. New Hampshire Insurance) is published on Counsel Stack Legal Research, covering Massachusetts Supreme Judicial Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Melrose Housing Authority v. New Hampshire Insurance, 520 N.E.2d 493, 402 Mass. 27, 1988 Mass. LEXIS 75 (Mass. 1988).

Opinion

Lynch, J.

On June 9, 1981, the Melrose Housing Authority (Melrose) sued Varrasso Brothers, Inc. (Varrasso), 2 and its surety, New Hampshire Insurance Company (New Hampshire), to recover the costs of removing and reconstructing the face brick wall on one of Melrose’s buildings after the wall began buckling and cracking approximately seven years after construction.

Melrose alleged in its complaint that, in 1969, it entered into a construction contract with Varrasso; that the building was not constructed in accordance with the contract or in a workmanlike manner; and that Melrose was obliged to hire independent professional consultants to investigate and repair the problem. The complaint sought damages on theories of, inter alla, negligence, breach of contract and breach of warranties. New Hampshire filed an answer denying the material allegations of the complaint and asserting affirmative defenses including the statute of limitations.

Summary judgment was granted in favor of New Hampshire on all counts except the claim for breach of contract. Thereafter, the case was tried before a master, who concluded that New Hampshire was responsible under its bond to Melrose in the amount of $1,007,500.36. The master’s report was confirmed by the judge over New Hampshire’s objection and judgment was entered against New Hampshire in the sum of $1,007,500.36, plus interest and costs. New Hampshire appealed.

*29 The Appeals Court reversed the judgment below, ruling that the statute of limitations barred Melrose’s claim. Melrose Hous. Auth. v. New Hampshire Ins. Co., 24 Mass. App. Ct. 207 (1987). We granted the plaintiff’s application for further appellate review and agree that the Superior Court judgment should be reversed.

From the master’s report and the contract documents, .the following facts appear. The building at issue — the Julian Steele House — was designed and built with a “cavity wall,” meaning there was an interior structural wall and an exterior nonstructural facade, with an air space in between. The interior wall was made of concrete, consisting of concrete columns (vertical members), concrete spandrel beams (horizontal members), and concrete blocks between these members. The contract documents originally specified that the building’s exterior wall was to be similarly composed of concrete face block, rather than the brick that was ultimately used.

The plans and specifications provided for the exterior wall of concrete blocks to be attached to the interior concrete wall in the following manner. Wedge inserts were precast into each of the horizontal concrete spandrel beams, thereby becoming part of the load-bearing interior wall. The first course of concrete blocks for the exterior wall would then be laid, starting at the foundation and working up to the level of the first spandrel beam of the interior wall. Pressure-relieving angle irons would then be bolted to the inserts in the interior spandrel beams by means of V-bolts (bolts with V-shaped heads) that were fitted into each wedge. The next course of blocks for the exterior wall was then to be built on top of the angle irons until the level of the next spandrel beam was reached, after which the process would be repeated until the roof cant was reached.

The contract between Varrasso and Melrose was executed on April 23, 1969, and work began shortly thereafter. In July, 1969, the architect, apparently at Melrose’s request, issued “Change Order No. 1,” providing for an exterior wall composed of face brick instead of face block. The change order did not alter the manner in which wedges, V-bolts, and angle irons were to be used.

*30 Varrasso was also responsible for installing the flashing as well as the nuts and bolts that held the angle irons in place. Varrasso’s workers installed angles, nuts and bolts, and laid the masonry wall. The metal hardware was then covered by flashing and the next course of bricks on the exterior wall. Varrasso’s contract provided that Melrose and the architect had a right to inspect the work as it progressed and stipulated that no work could be covered up without the approval or consent of either the architect or Melrose. Any work that Varrasso covered up without such approval or consent could be uncovered at Varrasso’s expense at the request of either the architect or Melrose.

Pursuant to its contract with Melrose, the architect was required to supervise the construction and endeavor to protect Melrose from any defects or deficiencies in the work. A clerk of the works also represented Melrose on the project. His job was to be on the site during the construction work, to conduct such inspections as were necessary, and to ensure that there were no departures from the plans and specifications. In April, 1971, the architect and Melrose conducted a final inspection of the building and the architect issued a certificate of substantial completion.

Some five or six years after the building was completed, however, Melrose began to experience problems with water leaking into the building; in 1977 it discovered hairline cracks in the brick wall; and by 1978 the cracks had widened and the wall was cracking and buckling. Melrose retained an architectural firm to investigate these problems, which in turn retained a masonry consultant, R.J. Kenney & Associates. Kenney conducted an investigation of the building, performed some tests, and issued a series of reports to Melrose. Kenney tested both the brick and the mortar used on the building, and found that they met all project and industry specifications. Russell J. Kenney testified at trial that the cracking was caused by Varrasso’s poor workmanship. Kenney claimed that Varrasso’s work was flawed in two principal respects.

First, Kenney testified that when he inspected nine areas of the building in 1978, the bolts that secured the angle irons *31 were only finger-tight. In one instance the nut that was supposed to be on the bolt was found on the angle iron. Second, Kenney testified that the mortar and brick were not well-bonded when he inspected the masonry in 1978. He claimed that the masons must have allowed the mortar to dry out while working with it.

The master found that Varrasso had failed to secure the angle irons properly when the building was constructed. He found that some angles were missing. He concluded that the facade’s cracking and buckling was due to the loose and missing angle irons, and the poor workmanship in the masonry sections of the building. The master also found that in several places flashing was missing or not in its proper place.

The master ruled that the applicable statute of limitations was six years, but that the problems with the angle irons and the flashing were inherently unknowable until 1978, tolling the statute. He did not find that the poor bonding was inherently unknowable. He found that all the defects would have been known to a competent supervisor of Varrasso had there been one on the job site, but that the defects could not have been known to a supervisor of Melrose on the job site. 3

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Bluebook (online)
520 N.E.2d 493, 402 Mass. 27, 1988 Mass. LEXIS 75, Counsel Stack Legal Research, https://law.counselstack.com/opinion/melrose-housing-authority-v-new-hampshire-insurance-mass-1988.