August Viermann Bricklaying Co. v. St. Louis Contracting Co.

73 S.W.2d 734, 335 Mo. 534, 1934 Mo. LEXIS 429
CourtSupreme Court of Missouri
DecidedJune 19, 1934
StatusPublished
Cited by13 cases

This text of 73 S.W.2d 734 (August Viermann Bricklaying Co. v. St. Louis Contracting 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
August Viermann Bricklaying Co. v. St. Louis Contracting Co., 73 S.W.2d 734, 335 Mo. 534, 1934 Mo. LEXIS 429 (Mo. 1934).

Opinions

Plaintiff, August Viermann Bricklaying Company, as employer, brought suit under Section 3309, Revised Statutes 1929 (12 Mo. Stat. Ann., p. 8244), for damages for personal injuries suffered by its employee, August Viermann, Jr., caused, as pleaded, by the negligence of defendant. Plaintiff recovered judgment in the Circuit Court of the City of St. Louis for $30,000 from which judgment defendant duly appealed. Errors assigned are the refusal of the trial court to sustain defendant's demurrer to the evidence, the giving of certain instructions on behalf of plaintiff, the refusal to give certain instructions requested by defendant and the excessive amount of the verdict.

The allegations of the petition in substance were as follows: Both plaintiff and defendant are corporations. August Viermann, Jr., was employed by plaintiff as a bricklayer, and both he and plaintiff were subject to the Workmen's Compensation Act. On November 21, 1927, plaintiff, as a bricklaying company and defendant as a stonemason company were separately and independently employed by a principal contractor in erecting the walls of the boiler house of the *Page 538 St. Louis City Water Works then in course of construction in St. Louis County. The wall on which plaintiff and defendant were at work that day consisted of an exterior stone wall which defendant was building and an interior brick lining or veneer which plaintiff was erecting. On the day stated, when the stone wall had reached a height of thirty-five feet and the brick lining a height of thirty-six feet, and while plaintiff's employee, August Viermann, Jr., was standing on a scaffold near the top of the lining, a large portion of the upper part of the lining fell against him and caused him to fall thirty feet and to suffer serious injuries.

The upper courses of the brick lining were fresh, soft and unset and therefore temporarily weak and likely to fall and collapse from unusual external force, the petition charged, knowledge of which condition was imputed to defendant. The negligence alleged was that the wall, in the condition stated, was caused to fall and to produce the injuries suffered by August Viermann, Jr., by defendant's servants in (a) negligently building the stone wall out of plumb thereby producing an excess of four or five inches over normal in the space between the two walls, brick and stone, and in filling the space with a mortar composed of sand and cement which were too heavy for the brick lining to support; (b, c) in dropping or throwing into the space heavy stone slabs or spauls which were too heavy for the brick lining to support and were too thick for the space; (d) in knocking a heavy stone against the lining with more force than it could withstand; and (e) in attempting to correct the deficiency in the specified thickness of the stone wall by adding mortar and slabs the weight and pressure of which was too great for the brick veneer to withstand.

The answer was a general denial and certain affirmative pleas. The first of these defenses was a custom by which the mechanic, stonemason, or bricklayer, who raised his part of the wall above that of the other, inserted in the joints of his building material certain metallic wall ties with ends projecting toward the other portion of the wall. When the other mechanic came up with his structure it was his duty to insert in the joints the loose ends of the wall ties, and to place mortar in the space between the stone and brick walls. On November 21, 1927, a section of the stone wall had been finished for about a week to a height of five feet above the adjoining brick veneer. On that day, plaintiff, acting through its foreman, August Viermann, Jr., and other servants erected the brick lining in the section mentioned to a point one foot above the stone work. In so doing plaintiff omitted to insert in the brick the wall ties projecting from the stone and also omitted to place mortar between the two walls. The answer charged that this section of the brick veneer, so built without wall ties or mortar between the brick and stone, was dangerous, not reasonably safe and liable to fall and that it did fall *Page 539 as a result of the manner of its construction by plaintiff. Contributory negligence was separately charged to plaintiff and to August Viermann, Jr., for the reason that they knew or should have known that the section of brick veneer when so constructed without ties or mortar between the two walls was improperly erected and not reasonably safe, and was likely to fall, and that both plaintiff and Viermann, Jr., knowing these facts, he stood on the scaffold near to the section of brick wall in a position of peril. There also was pleaded separately against plaintiff and Viermann, Jr., the assumption of risks incident to the described method of building the brick wall and to the presence of Viermann amid these surroundings. A final defense was that whatever filling in between the brick and stone was done on the day of the accident was by one of defendant's stonemasons who acted, not within the scope of his employment, but at the request and in the presence of Viermann, with the knowledge and consent of plaintiff and of Viermann.

Some facts admitted, or not seriously disputed, were these: The entire wall, stone and brick, was twenty-four inches wide. The brick were white enameled on the face fronting the interior of the boiler house. The veneer was the width of one brick, that is, it was three and one-fourth inches thick. The stone took up the rest of the thickness of the wall, save a space which mechanical or structural necessities made it necessary to leave between the two materials. The style of stone work required by the building specifications was described as rubble masonry. This consists of a wall made of rough irregular pieces of broken rock, laid on their natural bed or stratum base. There was to be a general distribution of large and small stones, and a lack of continuity of horizontal joints. A projection or deflection of not more than three-fourths of an inch from the normal face of the wall was permitted by the specifications. Just as there were projections on the outer face of the roughly hewn building stone, there were like irregularities on the inner face next to the brick veneer. These structural irregularities were the principal cause of the necessary space between the brick and the stone. A width of one inch for this space appears from all the testimony to have been sufficient and perhaps normal. Vertical steel columns, obviously intended to carry the load of a high, heavy and large roof, divided the brick veneer into panels of varying widths of ten, twelve, and sixteen feet. The two walls, brick and stone, were advanced upwardly with what appears to have been a common intent that neither wall outstrip or unduly overtop the other at any point. And so the brickmasons and stonemasons worked now in one panel and next in another. Each trade had a scaffold, the bricklayers on the inside and the stonemasons on the outside of the wall. Another fact, not seriously questioned, was that the stone wall stood solidly and safely from the moment of construction. But sections of the brick wall, one *Page 540 brick thick, were in danger of collapse if they were subjected to sufficient pressure before the mortar had set. This process of setting was slow, requiring at least twelve hours, in the colder months. And the accident happened in the latter part of November. Bricklayers' mortar weighed one hundred and ten pounds and stonemasons' mortar one hundred and twenty pounds to the cubic foot. The stonemasons used more cement and less lime putty in their mortar than did the bricklayers.

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Bluebook (online)
73 S.W.2d 734, 335 Mo. 534, 1934 Mo. LEXIS 429, Counsel Stack Legal Research, https://law.counselstack.com/opinion/august-viermann-bricklaying-co-v-st-louis-contracting-co-mo-1934.