Majority
Headnote
Master and Servant—Injury to Servant—Negligence of Subcontractor. A building contractor is not liable for injury to one of his employés caused by the negligence of a subcontractor, where the contractor had no control over the subcontractor.The respondents are co-partners carrying on the business of contractors, and builders under the firm name of A. Friederichs & Sons. Upon the 4th day of August, 1894, they entered into a contract with the people of the state of New York for the erection of certain buildings, and, among others, an annex to the Rochester State Hospital, which was to be constructed in accordance with plans and specifications furnished to them. Immediately upon the execution of this agreement, a subcontract was made between the respondents and their co-defendant Frederick C. Seitz, by which the latter undertook to do all the carpenter work upon the buildings. Seitz worked directly from the plans and specifications, and the respondents had no control over him, either in the selection of the material used, or in the performance of the work. The east end of the upper story of the annex building was designed for a dining room, and its dimensions were 62x42 feet. The roof over this dining room was to be supported by four wooden trusses, the tie beams or bottom chords of which were to be formed of 10xl2-inch yellow-pine timbers. At the time of the accident hereinafter mentioned, the annex building was nearing completion. The outside walls were laid to the level of the bottoms of the joists and the tie beams of the trusses; the tie beams running north and south, and the joists east and west. The east ends of those of the east span (resting upon, but in no manner fastened to, the east wall) were in place, and the attic floor had been laid. Each tie beam was supported by a post standing in the center, and consisting of three hemlock scantlings, each of which was 2x5 inches, and the three spiked together, thus forming a post, 5x6 inches in size. Before the tie beams were put in place, they had been framed, and the holes bored through them to receive the iron truss rods. The masons were about to begin bricking in between the joists, and putting on the cornice of the wall. Two men were at work bricking in between the joists of the north wall of the north side of the annex building, which was the division wall between that building and the kitchen building. There were a few piles of bricks upon the attic floor,—mostly along the south wall,—and there was nothing resting upon the tie beams except the joists and floor. The appellant was in the employ of the respondents, and upon the 15th day of September, 1894, was directed by them to carry bricks up to the attic floor, and deposit them near the wall, to, be used by the masons in finishing the same. While engaged in the performance
We are persuaded that, in so far as these respondents are concerned, no error was committed by the learned trial court in the disposition which was made of the case at the trial term. It will be seen, by a careful reading of the complaint in this action, that that pleading was framed upon the theory that the accident was attributable solely to the defective, unsafe, and dangerous condition of the floor of this building; and no allegation will be found therein which, either directly or by implication, charges the respondents with any negligence in the construction of the brick walls of the annex building. It is also quite apparent that the plaintiff, in bringing this action, assumed that the respondents, by reason of the fact that they were the contractors for the construction of the building, could in some way be made liable for whatever negligence or unskillfulness he might be able to establish in the construction of the floor, the giving way of which caused the injury complained of.
Subsequently the plaintiff was required to furnish a bill of particulars, in which it was, for the first time, claimed that the walls of this building, which supported the floor, were defectively constructed, in that they did not contain a sufficient number of binding courses of bricks, as a part thereof; and upon the trial some evidence was given in support of this contention, and two witnesses were called who testified that after the accident they examined the walls of the building, and found places where 14 course's of bricks were laid without a header or binder, which, it was claimed, was an improper method of construction. The difficulty with this claim upon the part of the plaintiff is that that portion of the wall which it is said was thus defectively constructed was in no way affected by the accident, whereas that portion of the wall which did fall out was, according to the testimony of all the witnesses in the case, properly laid. And it was further made to appear, by
Judgment appealed from affirmed, with costs. All concur.
Cases cited
- Devlin v. Smith 89 N. Y. 470 p. 898
- Butler v. Townsend 126 N. Y. 105 p. 898
- Whallon v. Sprague Electric Elevator Co. 1 App. Div. 264 p. 899