Martin v. Siegfried Construction Co.

16 A.D.2d 383, 228 N.Y.S.2d 251, 1962 N.Y. App. Div. LEXIS 9600

This text of 16 A.D.2d 383 (Martin v. Siegfried Construction Co.) 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
Martin v. Siegfried Construction Co., 16 A.D.2d 383, 228 N.Y.S.2d 251, 1962 N.Y. App. Div. LEXIS 9600 (N.Y. Ct. App. 1962).

Opinions

Williams, P. J.

The defendant has appealed from a judgment in favor of the plaintiff, an ironworker, rendered under a claimed violation of subdivision 4 of section 241 of the Labor Law. The pertinent parts of that section and subdivision are:

‘ ‘ All contractors and owners, when constructing or demolishing buildings or doing any excavating in connection therewith, shall comply with the following requirements:
* * *
“4. If the floor beams are of iron or steel, the entire tier of iron or steel beams on which the structural iron or steel work is being erected shall be thoroughly planked over, except spaces reasonably required for proper construction of the iron or steel work, for raising or lowering of materials or for stairways and elevator shafts designated by the plans and specifications.” (Italics added.)

[385]*385The case was submitted to the jury solely on the question of whether subdivision 4 had been violated.

Before we comment on the facts, which are relatively simple, we might eliminate consideration of certain matters to show that our problem is concerned solely and only with the applicability of subdivision 4 of section 241. Before the charge of the Trial Justice the attorney for the plaintiff conceded that he had not established a cause of action based on common-law negligence ; that he had no cause of action under section 240 of the Labor Law; and that the plaintiff’s only possible cause of action would have to be founded or based upon subdivision 4 of section 241.

With all of this in mind, we now consider the facts. The plaintiff was employed by the Buffalo Structural Steel Corp., the steel construction subcontractor of the defendant. He was a member of what is known as a “ raising gang ”, which consisted of four men, two of whom worked with a crane and a crane operator on the ground while the other two, including plaintiff, worked on the steel frame or structure. At the time of the accident the plaintiff was working on the third-floor level, which was the ‘ ‘ tier * * * of iron or steel beams on which the

structural iron or steel work [was] being erected”. His work at that time consisted in setting crossbeams (floor beams) in position and temporarily bolting them to the connecting beams. On one occasion, when a crossbeam was being lifted by the crane so that it might be set in its proper place, he was standing on an outside horizontal beam which joined two outside vertical beams. As the crossbeam reached the third-floor level he reached out for it so that it could be placed in its proper position and, in doing so, he missed the beam and lost his balance. He fell outside of the structure but he was able to grasp the beam on which he had been standing, with one hand, and this diverted his body so that he fell through the inside of the structure and landed on a pile of dirt in the basement and was injured. There was no planking on the third floor where he was working or on either the first or second floors.

It should be borne in mind that he was placing the floor beams of the tier on which he was working and, at that time, there could have been no planks laid at or near the place where he was working because there were no floor beams to support them. Only after these floor beams had been laid and completely attached could planking have been possible at that particular place. Thus, there could have been no violation of subdivision 4 of section 241 for several reasons. First, as we have said, it was not possible to plank as there were no beams on which to [386]*386lay planks. Secondly, it is never necessary, under the statute, to plank “ spaces reasonably required for proper construction of the iron or steel work”. However, had it been possible to plank this space, the construction of the iron or steelwork could not have. been completed thereafter because it is obvious that one cannot erect and set beams for a floor if such work is made impossible by planking.

In this relation the case of Moran v. Rheinstein Constr. Co. (10 A D 2d 976) is of interest. In that case plaintiff, a member of the steel erection crew, was standing on a beam when he was struck by a steel column being lifted by a crane. The court, in reversing judgment in favor of the plaintiff, said: The weight of the evidence is to the effect that either beam No. 440 was installed shortly before the accident or that the sloping ramp beams immediately to the north of beam No. 440 [on which he was standing], but at a lower elevation therefrom, were installed during the morning of the accident. If beam No. 440 was erected shortly before the accident, as defendant claims, then a reasonable time had not elapsed to give it the opportunity to plank over. On the other hand, if beam No. 440 had been installed several days before the accident, as plaintiff claims, then the sloping ramp beams were installed on the morning of the accident. In such event the space occupied by the sloping ramp beams was reasonably required for proper construction because that work could not have been performed if the opening had been covered at the level of beam No. 440 and, hence, there was no violation of the statutory duty. (Giorlando v. Stuyvesant Town Corp., 4 A D 2d 701.) ”

In the Giorlando case a judgment in favor of the defendant was affirmed. The plaintiff, an employee of the general contractor, was injured when he fell through an unguarded incinerator opening in the floor of the building being constructed for defendant, the owner. The court said: “ Defendant’s liability is predicated solely on a violation of the duty to plank over the floor, allegedly imposed on it by subdivision 4 of section 241 of the Labor Law. Judgment unanimously affirmed, with costs. The uncontradicted proof in the record establishes that work was in progress in and around the opening through which plaintiff fell, and that the work could not have been performed if the opening had been covered. Under those circumstances, we are of the opinion that the statute did not require such opening to be covered and that there was, consequently, no violation of the statutory duty to provide safeguards.”

In the present case the Trial Justice charged, in effect, that if the jury found a violation of subdivision 4 of section 241 of [387]*387the Labor Law, and proximate cause, then there should be a recovery and contributory negligence would be no defense. We have no quarrel with this statement in the abstract. In fact we so held in Utica Mut. Ins. Co. v. Mancini & Sons (9 A D 2d 116). However, the Trial Justice also read to the jury paragraph 7.2 of rule 23 of the Rules of the Board of Standards and Appeals (N. Y. Off. Comp, of Codes, Rules & Regulations [7th Supp.], p. 396) of the Department of Labor. That section reads: ‘ ‘ Temporary flooring — skeleton steel construction in tiered buildings. The entire erection floor shall be solidly planked over and there shall be a floor not more than two stories below the tier of beams on which bolting, riveting, welding or painting of structural steel is being done. The planking shall be laid tight except for access openings, be secured fastened to the framework of the structure, and shall be of proper thickness to carry the working loads but shall not be less than two inches thick. Where erection is being done by means of a crane operating on the ground, a planked floor area shall be maintained

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Bluebook (online)
16 A.D.2d 383, 228 N.Y.S.2d 251, 1962 N.Y. App. Div. LEXIS 9600, Counsel Stack Legal Research, https://law.counselstack.com/opinion/martin-v-siegfried-construction-co-nyappdiv-1962.