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.
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.
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
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
The primary question on appeal is whether the construction defects were inherently unknowable until they were discovered as a result of the cracking and buckling of the facade in 1978.
4
The master’s finding that Melrose’s supervisors could not have discovered the defects is wrong as a matter of law in light of the contract documents, and inconsistent with his finding regarding Varrasso’s supervisor. 6
The result we reach is grounded in sound policy. “A man should not be allowed to close his eyes to facts readily observable by ordinary attention, and maintain for his own advantage the position of ignorance. Such a principle would enable a careless man, and by reason of his carelessness, to extend his right to recover for an indefinite length of time, and thus defeat the very purpose the statute was designed and framed to accomplish.”
Fulcher
v.
United States,
Judgment of the Superior Court reversed.
Notes
Varrasso Brothers, Inc., is not a party to this litigation.
The clerk of the works was deceased, and his weekly reports were not available to the master.
The plaintiff argues that we may not answer this question for ourselves on appeal because “inherent unknowability” is a finding of fact for the trier of fact alone to make. We disagree. Inherent unknowability is not a fact, but rather a conclusion to be drawn from the facts. Hence, we agree with the Appeals Court that, while “the question of whether reasonable diligence has been exercised is factually based, ... the actual determination [of the question] is a sufficiently mixed question of law and fact to permit an appellate court to resolve the issue at least where the action below was tried [to a master].”
Melrose Hous. Auth.
v.
New Hampshire Ins. Co.,
The parties do not raise the issue whether the discovery rule applies in this context. We announced the concept of a “discovery rule” for inherently unknowable claims in
Hendrickson
v.
Sears,
The rationale of
Hendrickson
v.
Sears, supra,
has limited application to the facts and circumstances of this case. It is common practice for the owner or architect of a commercial construction project to employ a clerk of the works to inspect and ensure the competent progress of the construction. See AIA Document A201, “General Conditions of the Contract for Construction” at par. 2.2.16, contained in 2 Am. Inst, of Architects, Building Construction Legal Citator (1982 ed.) (owner and architect may agree to hire full-time on-site representative). In the case at hand, Melrose employed such a person. Thus, the problem of superior knowledge is not presented here. Further, much of the evidence as to breach has been lost; indeed, the clerk of the works has since died, and his reports are not available. This would not be unusual in the case of defects discovered in commercial
This has been the conclusion in some, but not all, of our sister States. See
Beckenstein
v.
Potter & Carrier, Inc.,
In Massachusetts, the discovery rule has been applied in a variety of situations, but never in the context presented by this case. See, e.g.,
Anthony’s Pier Four, Inc.
v.
Crandall Dry Dock Eng’rs, Inc.,
Inconsistent findings must be rejected under Mass. R. Civ. P. 53 (h) (1), as appearing in
