McAnany ex rel. McAnany v. Henrici

141 S.W. 633, 238 Mo. 103, 1911 Mo. LEXIS 301
CourtSupreme Court of Missouri
DecidedNovember 29, 1911
StatusPublished
Cited by12 cases

This text of 141 S.W. 633 (McAnany ex rel. McAnany v. Henrici) 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
McAnany ex rel. McAnany v. Henrici, 141 S.W. 633, 238 Mo. 103, 1911 Mo. LEXIS 301 (Mo. 1911).

Opinion

WOODSON, J.

The plaintiff, on July 3, 1905, while walking along one of the principal streets of Kansas City, was struck on the head and seriously injured by the falling of a board, known as “crown molding,” which had blown from a certain building presently to be described, belonging to the defendant Henrici, and occupied by defendant Shipley as his tenant. Suit was brought by the plaintiff against both of said parties to recover $15',000, damages for the personal injuries sustained, which it is claimed were caused by the negligence of the defendants. A trial was had which resulted in a verdict and judgment for the plaintiff, for the sum of $10,000. A motion for a new trial and in arrest of judgment were filed, which were by the court sustained, for the reason, assigned by the court, that it had erred in admitting certain expert testimony. From the order of the court granting the new trial, the plaintiff duly appealed the cause to this court.

[107]*107The facts of the case are few, simple and practically undisputed, which are as follows:

For some time prior to the year 1903, the respondent Henriei was the owner of the building in question, located at No. 1413 Genesee street, Kansas City, Missouri, which was a frame structure, one story in height, and was about twenty-three or four years old, and had been used as a church, but subsequently by respondent Shipley for storage purposes. After the Missouri River flood of the summer of 1903, the defendant Henriei had the building repaired and repainted all over, by a firm of contractors, known as the Pelletier Construction Company, of that city. The building was located in the flood district, and for that reason the repairing before mentioned became necessary, but the crown molding previously mentioned was not affected by the waters. But the employees of the construction company testified that in repairing the building they made a thorough inspection of the entire structure, including the crown molding, and wherever they found a board off, or loose, they replaced it, and renailed all loose boards and timbers.

The painters who did the painting (two coats) for the contractors, also testified that while doing the painting they inspected and painted the entire building, including the crown molding.

Also -the respondent Henriei testified that prior to the time when the repairing was done, with that object in view, he made a thorough inspection of the entire structure, crown molding included, and ascertained what repairs were necessary, and then employed said contracting company to do the work; and that after the- work was completed, he again inspected it, to see if the work had been done according to contract.

Shipley, the other respondent, testified that at the time he rented the building, and frequently thereafter, he made careful inspections of the building.

[108]*108After thus familiarizing themselves with the condition of the building, all the parties mentioned testified that they never saw or detected .that the crown molding was loose, or otherwise in a defective or dangerous condition, prior to the time of the injury, and thought they would have seen it if any such condition existed.

Several disinterested witnesses, who had frequently passed the building during the previous years, testified that they had, in the ordinary way, while passing, observed the building and had seen no defects about it, and that they saw nothing which indicated anything to the contrary.

The testimony for the appellant was to the effect that the building, as previously stated, was an ordinary, one-story frame building, fronting west, with what is known as a gable front. The highest point of the roof, which was in the center of the building, was not shown, but it sloped equally in both directions, presenting a front in the shape of the letter Y inverted. The building stood close to the property line, and the sidewalk ran along the front thereof. That prior to the time Henrici had the building repaired there were many loose weather-boards scattered all over the same, most of which were nailed back, while others were moved and were replaced with new ones. That these boards had become loose, because the nails which had held them rusted in two, probably caused by the waters of the flood. On the day of the accident the wind was quite high, but not more than what might have been expected in that climate.

I copy the following almost literally from the statement of the case, made by counsel for appellant, which the evidence tends to support, viz.:

“While plaintiff was on some errand, one of the crown moldings, descending from the top of the roof in the center on the south side to the lowest point of the eaves on that side, fell and struck him.. The length [109]*109of the board was about 14 feet. This crown molding on buildings is a part of the finish or decoration and does not serve any direct useful purpose. The edge of the roof extends over the building and is referred to in the testimony as the ‘eaves.’ Back from the outer lines of the eaves and perpendicular from and at right angles with the eaves is the ‘facia.’ The crown molding stands at an angle of about forty-five degrees from the edge of the eaves downward and inward to the facia, and necessarily has beveled edges at both places of contact, and is held in place by nails driven through the crown molding into the eaves on one side and the facia on the other. This particular piece of molding was nailed, in the opinion of experts, based on an examination of the remnants, with. cut steel nails. Cut steel nails differ from wire nails in their form in this, that the cut steel nail tapers from the head to the point and the point itself is blunt. The wire nail is round and equal in diameter its entire length except at the extreme end where it sharply tapers down to a small point. These nails differ in their effect upon the fibre of the wood into which they are driven and in their holding qualities in this, that the blunt head of the cut steel nail crushes the wood and breaks and destroys the fibre as it is driven in, so that, the fibre being broken, the wood does not close with the tendency to compression around the nail as is the case with a wire nail, where the fine point simply spreads the fibre and leaves it unbroken to close tightly around the nail. "When a cut steel nail begins to rust away, the fibre does not hold it so tightly and increasing quantities of moisture may enter, and, as the fibre does not shrink up around the tapering nail, there is a tendency to loosen and let the wood slip along it in whatever direction pressure or gravity tends to draw it, thereby exposing part of the nail freely to the weather and leaving it loose in the wood. With the wire nail of equal thickness substantially its entire [110]*110length, and with the fibre spread instead of broken, this tendency to rapidity in the deterioration of the nail itself and the looseness of the board on the deteriorated nail does not exist in the same degree.
“The pieces of crown molding on this front were not mitered at the top bnt met with a square joint, so that either piece of molding in place would hold the other piece in. place even though the nails were insufficient in themselves for that purpose, until vibration of the. building] or a good wind from the right direction shook it loose.
“A young man passing this place on the morning of the accident saw the lower end of this crown molding flapping backward and forward some inches in the wind.

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Bluebook (online)
141 S.W. 633, 238 Mo. 103, 1911 Mo. LEXIS 301, Counsel Stack Legal Research, https://law.counselstack.com/opinion/mcanany-ex-rel-mcanany-v-henrici-mo-1911.