Steele v. Grahl-Peterson Co.

109 N.W. 882, 135 Iowa 418
Supreme Court of Iowa·Decided November 20, 1906·Published·Cited by 20 cases

Opinion

Weaver, J.

The circumstances of the plaintiff’s injury are as follows: The north wing of the Statehouse at Des Moines, Iowa, having been partially destroyed by fire the defendants, Grahl-Peterson Company and Herman & Son, obtained the contract for the work of repairing and restoring the building. As a part of the work required by their contract, defendants filled the spaces between the steel beams or joists intended to support the floor of the upper corridor and gallery with concrete of crushed stone and cement which, when completed and hardened, was designed to be held in place by the flanges projecting from the lower edges of the parallel beams. To support and hold the mix[420] ture in place while still soft, a flooring of tin or sheet iron was laid lengthwise with the beams and resting on short bars or angle irons laid across at frequent intervals from flange to flange. When the concrete hardened properly, which was expected to take place in a short time, the mass became solidified much like a continuous block or slab of stone held firmly in place by the beams, and not dependent upon the sheet irdn flooring or the angle bars for its security. At the date in question this work had been completed for some time, except an opening or hole left between two beams immediately in front of a doorway through the middle of a partition which separated the gallery from the corridor in its rear. This opening had been left unfilled temporarily to . afford a place through which defendants and their subcontractors operated a rope and pulley or hoist of some kind for elevating materials required in the progress of the work. No floor had been laid over the concrete in the gallery and corridor, but the beams and their filling afforded what was regarded as a safe support for those who were there employed. Defendants had sublet to a corporation known as the “ Pioneer Fire Proofing Company ” the hollow tile work called for by the plans, and when the building had reached tfle stage of completion which we have described, this subcontractor, in whose service the plaintiff was then employed, was engaged in said work in the gallery story. Plaintiff, under direction of his employer was assisting in building a scaffold, and it became his duty in said service to carry certain planks from the corridor into the gallery. The corridor and the partition between it and the gallery extend north and south. The planks were at the extreme south end of the corridor or in a room opening therefrom, and the place where they were to be used was near the north end of the gallery. This situation renderd it necessary that persons, carrying the planks, should pass through the partition, and to do this must make use of the doorway near the opening in the floor [421] or of one of two other doorways opening respectively at the south and the north ends of said partition.

It is the claim of plaintiff that the two doors last mentioned were not available for that purpose because of the narrowness of the way at these points and the proximity of, transverse walls which rendered it difficult if not impracticable for him to make the turn with the planks; while the middle door being opposite an opening for a stairway in the north side of the corridor afforded the required room in which to swing the planks and make the passage. Por this reason, if for no other, he claims it was proper for him to go through the middle door and across or over the hole in the concrete floor. It appears that this route was the one by which the workmen ordinarily, or, at least, very frequently, passed back and forth. In so doing they sometimes stepped from beam to beam across the open space at a single step, or would step first from one beam to the end of the concrete which bordered the hole, and thence by a second step to the beam on the other side. The plaintiff took this route in carrying the scaffold lumber, and had passed through several times when, according to his story, on stepping upon the concrete filling on the north side of the hole it gave way under him, and he fell through to the floor beneath, receiving severe injuries. It is alleged that defendant, in putting in the concrete, negligently allowed the tin or sheet-iron flooring under the concrete to extend beyond the last angle iron into the hole or open space for a distance of several inches which defect was concealed from view by the overlying concrete, with the result that the projecting end of the filling had no proper or sufficient support, and broke off under the weight of the workmen passing over it. Negligence is further charged in' the alleged failure of defendants to furnish the persons there employed a safe place to work, in failing to explain or give notice to the plaintiff of the defect complained of and in failing to properly guard the opening to prevent employes stepping upon the unsupported end of the [422] filling between the beams. A demurrer to the petition was overruled, and thereupon defendants answered denying negligence on their part, alleging that plaintiff was himself negligent with respect to said accident and pleading an assumption of the risk by him.

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Steele v. Grahl-Peterson Co., 109 N.W. 882, 135 Iowa 418 (iowa 1906).

109 N.W. 882 (Steele v. Grahl-Peterson Co.) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

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