Westmount International Hotels, Inc. v. Sear-Brown Associates

Appellate Division of the Supreme Court of New York

Westmount International Hotels, Inc. v. Sear-Brown Associates

106 A.D.2d 861, 483 N.Y.S.2d 543, 1984 N.Y. App. Div. LEXIS 21764

CourtAppellate Division of the Supreme Court of the State of New York

DecidedDecember 14, 1984

StatusPublished

This text of 106 A.D.2d 861 (Westmount International Hotels, Inc. v. Sear-Brown Associates) is published on Counsel Stack Legal Research, covering Appellate Division of the Supreme Court of the State of New York primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook

Westmount International Hotels, Inc. v. Sear-Brown Associates, 106 A.D.2d 861, 483 N.Y.S.2d 543, 1984 N.Y. App. Div. LEXIS 21764 (N.Y. Ct. App. 1984).

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Order reversed, on the law, with costs to defendant, defendant’s motion granted and complaint dismissed. Memorandum: Special Term erred in denying defendant’s motion for summary judgment dismissing the complaint in this action based on alleged professional engineering malpractice. Plaintiffs allege that they retained defendant to determine whether a commercial structure they owned had adequate capacity to support the additional weight of a new ballasted roof system; that defendant performed its structural analysis using the working stress design method — a method concededly accepted in the profession — and concluded that the structure could not support a ballasted roof system and that the existing roof would have to be removed and replaced; and that thereafter plaintiffs contacted another firm which, by using a different method, concluded that the structure would support the less expensive ballasted roof system. Plaintiffs assert that defendant negligently advised them as to the building’s structural capacity, failed adequately to investigate the structural problem and neglected to inform them that other methods for calculating stress existed. These allegations do not state a cause of action. [862]*862At most they state that defendant, after performing an analysis using a method accepted in the profession, committed an error in judgment which is not actionable (see Topel v Long Is. Jewish Med. Center, 55 NY2d 682, 684-685; Zito v Friedman, 77 AD2d 514, 515, app dsmd 53 NY2d 839). Moreover, defendant was not required to consider every available method or to inform plaintiffs that alternative methods existed (see, generally, Schreiber v Cestari, 40 AD2d 1025; Gielskie v State of New York, 10 AD2d 471, affd 9 NY2d 834).

In view of the substantial weight-bearing inadequacy as revealed by the working stress design method, we think, contrary to the position taken by the- dissenters, that it was altogether reasonable for the defendant not to conduct a destructive investigation. Defendant’s report clearly indicated the basis for its working stress design method analysis and that no destructive investigation had been conducted. In any event, whether to rely upon the working stress design method without a destructive analysis is a matter of professional judgment which cannot be the basis for a claim in malpractice. Moreover, it appears from the reports submitted by plaintiffs’ engineers that if a destructive investigation had been conducted prior to the working stress analysis the results of the test would still indicate that the structural strength was inadequate to support a ballasted roof. The court properly denied plaintiffs’ cross motion for summary judgment.

All concur, except Doerr and Denman, JJ., who dissent and vote to affirm in the following memorandum.

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Order reversed, on the law, with costs to defendant, defendant’s motion granted and complaint dismissed. Memorandum: Special Term erred in denying defendant’s motion for summary judgment dismissing the complaint in this action based on alleged professional engineering malpractice. Plaintiffs allege that they retained defendant to determine whether a commercial structure they owned had adequate capacity to support the additional weight of a new ballasted roof system; that defendant performed its structural analysis using the working stress design method — a method concededly accepted in the profession — and concluded that the structure could not support a ballasted roof system and that the existing roof would have to be removed and replaced; and that thereafter plaintiffs contacted another firm which, by using a different method, concluded that the structure would support the less expensive ballasted roof system. Plaintiffs assert that defendant negligently advised them as to the building’s structural capacity, failed adequately to investigate the structural problem and neglected to inform them that other methods for calculating stress existed. These allegations do not state a cause of action. [862]*862At most they state that defendant, after performing an analysis using a method accepted in the profession, committed an error in judgment which is not actionable (see Topel v Long Is. Jewish Med. Center, 55 NY2d 682, 684-685; Zito v Friedman, 77 AD2d 514, 515, app dsmd 53 NY2d 839). Moreover, defendant was not required to consider every available method or to inform plaintiffs that alternative methods existed (see, generally, Schreiber v Cestari, 40 AD2d 1025; Gielskie v State of New York, 10 AD2d 471, affd 9 NY2d 834).

In view of the substantial weight-bearing inadequacy as revealed by the working stress design method, we think, contrary to the position taken by the- dissenters, that it was altogether reasonable for the defendant not to conduct a destructive investigation. Defendant’s report clearly indicated the basis for its working stress design method analysis and that no destructive investigation had been conducted. In any event, whether to rely upon the working stress design method without a destructive analysis is a matter of professional judgment which cannot be the basis for a claim in malpractice. Moreover, it appears from the reports submitted by plaintiffs’ engineers that if a destructive investigation had been conducted prior to the working stress analysis the results of the test would still indicate that the structural strength was inadequate to support a ballasted roof. The court properly denied plaintiffs’ cross motion for summary judgment.

All concur, except Doerr and Denman, JJ., who dissent and vote to affirm in the following memorandum.

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106 A.D.2d 861, 483 N.Y.S.2d 543, 1984 N.Y. App. Div. LEXIS 21764, Counsel Stack Legal Research, https://law.counselstack.com/opinion/westmount-international-hotels-inc-v-sear-brown-associates-nyappdiv-1984.

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