Martin G. Imbach, Inc. v. Tate

100 A.2d 808, 203 Md. 348, 1953 Md. LEXIS 268
Court of Appeals of Maryland·Decided December 8, 1953·No. [No. 40, October Term, 1953.]·Published·Cited by 13 cases

Opinion

*351 Collins, J.,

delivered the opinion of the Court.

This is an appeal from a judgment on a verdict for injuries claimed to have been sustained by the appellee when struck by a falling pier shed.

The pertinent facts of the case follow. Mutual Chemical Company owned a pier at the foot of Philpot Street in Baltimore, which was covered by a roof or shed. This pier had been leased to the Miller Chemical Company, which had been using it for the storage of bags of fertilizer and manure. The appellant, Martin G. Imbach, Inc., entered into a contract with Mutual to remove the roof or shed from the pier because of its bad condition. On May 15, 1951, appellant sent a crew of workmen on a five hundred ton barge carrying a “whirley derrick” and a power winch to tear down the shed pursuant to the contract. William D. Jones was the foreman of this crew and had been employed by the appellant since 1943. He had worked on the waterfront for twenty-five years doing pile driving work. He had worked under a foreman in taking down the roof on the pier of the Miller Chemical Company in 1922. Apparently this was the only demolition work he had ever done on such a shed. He said the Miller pier was better constructed than the Mutual pier in this case. Appellant’s superintendent did not go to the scene of the work as he was engaged on another job. He relied on Jones’ judgment as to the proper way to do the work. This was the first time Jones had been sent out with equipment and a “gang” to tear down the roof on a pier or to do work like this. The only instruction Jones received was a paper, given him by the timekeeper, which contained the name of the man he was supposed to see at the Mutual pier. The barge, 116 feet long, arrived at the pier shortly before noon and was moored on its left side about thirty-five feet from its water end. It was not moored tight against the pier. There were no fender piles or cluster of piles to keep the barge from striking the pier or to decrease the shock produced by *352 the barge striking the side of the pier. The winch was located in the middle of the barge on the side next to the.pier. The top of the deck of the barge was from eighteen to twenty-four inches above the top of the pier. Jones then went to see a Mr. Rogers, whose name was on the paper. He said he and two other men from his crew walked around and looked at the shed. Jones said the roof was in such bad condition that it would not hold a man. This shed was erected in sections of “bays”, sixteen feet apart. The sections extended sixteen feet from column to column. These sections, each sixteen feet, covered the entire length of the pier. The sheathing on which the roof was placed was put on without regard to these sections. The sheathing boards were six or eight inches wide and ran cross-wise. The purlins or horizontal timbers supporting the rafters ran longitudinally. Therefore the roof was not in sections, but constituted one roof over the entire shed. Jones and his crew decided to remove the shed section by section, working from the water end to the shore. This was to be done by removing the supporting columns of each succeeding section and, if the roof over a section failed to drop, it was to be pressed down by weights. The power for removing the columns was to be applied by a cable running from the power winch on the barge which was manned by Jones.

Four men of the crew were put on the pier to attach the cable to the columns. The cable was attached to the first two columns running along the end of the pier, after these had been chopped more than half way through with an axe. Jones stated that these columns or posts were cut halfway through to lessen the pull. He said: “We were scared of the building in the first place.” He also said that at least one of these columns was loose and was not supporting the roof. He applied the power to the winch. The four men stepped back under the next bay and each of these columns came out easily and fell on the deck of the pier. The third column, located in the middle, was chopped and the cable attached to it *353 and the men walked back. Jones said no power had been applied to this third column when the whole roof fell toward the left side of the pier, next to the barge, breaking all of the columns on that side of the pier near the base. The columns on the other side, away from the barge, were all erect. Clarence C. Edward Johnson, an employee of the appellant for approximately five years and one of the men hooking the cable to the third column, said that after the cable was hooked they walked back toward Philpot Street and Jones applied the power to the winch, but the column did not come loose. The steam was then applied to the winch. The throttle was opened up again to get a stronger pull on the cable. The cable was “snatched” and the whole roof fell down over the whole pier. Trapped under the roof were Johnson and the other three employees of appellant and several of Miller’s employees, including Tate, the appellee here, who had been moving the fertilizer bags out of the shed. Jones admitted that he had seen at least six men under the shed where the fertilizer bags were located. These bags were located about even with the stern of the barge. Mr. James Halfpenny, foreman for Miller, testified that his superintendent, Mr. Fisher, told him about 12:30 P.M. to go over on the wharf with his five men and gather up the fertilizer material and bring it in because they were going to tear the shed down. He said he and his men received no warning other than the statement by Mr. Fisher that “they were going to tear the shed down”.

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Martin G. Imbach, Inc. v. Tate, 100 A.2d 808, 203 Md. 348, 1953 Md. LEXIS 268 (Md. 1953).

100 A.2d 808 (Martin G. Imbach, Inc. v. Tate) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

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