Baugher v. Gamble Construction Co.

26 S.W.2d 946, 324 Mo. 1233, 1930 Mo. LEXIS 427
CourtSupreme Court of Missouri
DecidedApril 7, 1930
StatusPublished
Cited by16 cases

This text of 26 S.W.2d 946 (Baugher v. Gamble Construction Co.) is published on Counsel Stack Legal Research, covering Supreme Court of Missouri primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Baugher v. Gamble Construction Co., 26 S.W.2d 946, 324 Mo. 1233, 1930 Mo. LEXIS 427 (Mo. 1930).

Opinions

This is an action for damages for personal injuries suffered by plaintiff while in the employ of defendant. The jury returned a verdict for $25,000 in favor of plaintiff, and defendant appealed from the judgment entered on the verdict.

The evidence adduced on the part of plaintiff warrants the finding that on December 7, 1925, defendant was engaged in erecting and constructing, on the campus of Washington University in St. Louis County, a building to be used for athletic exercises known as a Field House. Plaintiff was in the employ of defendant, doing carpenter work, and had been in its employ for a year and a half. Another carpenter, Mathews, and a helper, Doudy, worked regularly with him. The planned height of the Field House was approximately forty-five feet from the ground to the roof. The general nature of plaintiff's work was that of clamping columns. A column was a form constructed of lumber into which concrete was poured. Inside the column was a steel girder. At the time of plaintiff's injury he was working about forty feet above the ground on a column at the northeast corner of the structure. This column or form had been constructed, except clamping it, on Friday prior to his injury, which occurred on Monday. The dimensions of this column were fifty-four by thirty-six inches approximately. The lumber or boards, used to construct the columns, were reinforced by clamps or collars of 4× 4 lumber. The first clamp was nailed on the column at a height of *Page 1239 six inches from the bottom thereof. Other clamps above it were nailed on the column at interspaces of twenty-four inches. The ends of the 4× 4 braces, at every fourth clamp, would extend from two feet to thirty inches beyond the column. These extensions were used to support a scaffold board on which men would stand while constructing the column. In addition to nailing on the clamps, they were reinforced with a number 9 steel wire, which bounded the clamp. The wire was thus used to strengthen the clamp and to prevent the column from spreading on pouring concrete in it, as well as to prevent the clamp from slipping and to provide greater security for the scaffold board on which the men would stand. Just prior to the time plaintiff fell, a scaffold board, a piece of lumber 2× 8, extending from east to west, had been laid across the clamp extensions. Plaintiff had nothing to do with the nailing or wiring of the 4× 4 clamps on which the scaffold board was placed, nor did he place the scaffold board, which sagged and caused him to fall, on the clamp extensions. Mathews, while plaintiff was doing other work, nailed and wired this particular clamp. Plaintiff did not think he was there at that time. He could not say who placed the scaffold board on the extensions, but he had nothing to do with placing it there. Plaintiff had mounted the scaffold board and had been standing there about a minute when it sagged and he fell. At that time he was boring a hole in the column, about six feet above the scaffold board, through which to insert wires to pull the column back into position. While thus standing on the scaffold board, the east side of it sagged down and threw him to the ground. He said the scaffold board gave way, while he was boring the hole, and he fell. The fall broke plaintiff's back and resulted in paralysis from his chest downwards.

On cross-examination, plaintiff testified that, during the two months he worked on the Field House, he and Mathews worked together as carpenter partners, and Doudy was their helper. Practically all the work they did was constructing the forms or columns. Two men and a helper worked in the construction of a column. Plaintiff and Mathews, as carpenters, worked together on columns. Some times other laborers would help Doudy get material. Plaintiff took his orders from a certain foreman, and plaintiff, Mathews and Doudy worked under the same foreman. In building the columns, both plaintiff and other employees would do whatever was necessary to do at the particular time. As they happened to get to it, either plaintiff or Mathews nailed on the extensions or wired them. Plaintiff that morning worked on the column around the steel brace and Mathews put on the clamps. Plaintiff also helped Doudy take up material with a rope and pulley. The last work he did before he started boring was to land some 4× 4 clamps that were pulled up. He did not see the board give way, but felt it. *Page 1240

On redirect examination, he said that the work done on the Friday previous had nothing to do with the board he stood upon. The work related to putting up the sides of the column.

Doudy, for defendant, testified that plaintiff placed his right foot on another clamp higher than the scaffold board, and, as that clamp was only nailed, it gave way, causing plaintiff to fall. Plaintiff drove one nail in that clamp. On cross-examination, he testified that the east end of the 4× 4, on which the scaffold board rested, sagged down, and plaintiff fell to the east.

Defendant's evidence further tends to show that Mathews and Doudy, immediately prior to the sagging thereof, stood on the scaffold board, but they had stepped off before it gave way. The wire used on the clamps was inferior wire, in that it stretched more than the ordinary number 9 steel wire. About a week before the accident plaintiff and Mathews advised the superintendent that the wire used on a certain column stretched more than wire ordinarily does. Defendant's witness Mathews, referring to the clamp that sagged and caused plaintiff to fall, said: "There is no doubt in my mind but that that wire stretched until it permitted that 4× 4 to sag down; all that is left is the nails to hold it. The purpose of the wire was to keep it in its position; and to keep the columns from spreading." Other relevant facts, if any, will be adverted to in the opinion.

I. In order first to dispose of a matter that has not been adequately preserved, we consider the complaint of defendant that the court erred in refusing to sustain its motion to make the petition more definite and certain. A motion to make more definite and certain must be preserved by a bill of exceptions. However, in addition to incorporating the matterMotion: in a bill of exceptions, the losing party mustHow Preserved. also complain of the matter in his motion for a new trial. While the bill of exceptions was sufficient for that purpose, the motion for a new trial failed to charge that the trial court erred in overruling defendant's motion to make the petition more definite and certain. Consequently the matter is not before us. [Syz v. Milk Wagon Drivers' Union, 18 S.W.2d 441, l.c. 443.]

II. It is averred that the court erred in refusing to sustain defendant's demurrer to plaintiff's petition. The germane portion of the petition reads:

"Plaintiff by leave of court first had and obtained, files this his first amended petition, and for cause of action states that defendant is now and was at all times herein mentioned a corporation *Page 1241 duly organized and existing under and by virtue of law, and as such was at all times engaged in the business ofCause of building and constructing and was engaged in buildingAction: and constructing a building known as the Field HouseDefective for the Washington University at or near PennsylvaniaStatement. Avenue and Forsythe Boulevard in St. Louis County, Missouri.

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Bluebook (online)
26 S.W.2d 946, 324 Mo. 1233, 1930 Mo. LEXIS 427, Counsel Stack Legal Research, https://law.counselstack.com/opinion/baugher-v-gamble-construction-co-mo-1930.