Snelling v. Harper

137 S.W.2d 222
CourtCourt of Appeals of Texas
DecidedFebruary 22, 1940
DocketNo. 5411.
StatusPublished
Cited by14 cases

This text of 137 S.W.2d 222 (Snelling v. Harper) is published on Counsel Stack Legal Research, covering Court of Appeals of Texas primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Snelling v. Harper, 137 S.W.2d 222 (Tex. Ct. App. 1940).

Opinion

JOHNSON, Chief Justice.

On or about July 11, 1930, E. B. Snel-ling entered into a written contract with the State of Texas to completely remodel (except installation of heating, plumbing and wiring) one of the State’s buildings at Rusk in Cherokee County. A separate contract was awarded by the State to one J. L. Martin to install the plumbing, heating and wiring. Martin, with consent of the Board of Control, assigned his contract to J. O. Andrewartha. So, Snelling and Andrewartha were independent contractors obligated to perform the respective tasks specified in their separate contracts with the State. The building in question was a two-story brick, about forty years old, formerly a part of the State Penitentiary, now an asylum for the insane, known as the East Texas Hospital. The remodeling was for the purpose of converting this building into a ward for patients and is referred to as the ward building. The north and south walls of the building were 120 feet long, the east and west walls were 52 feet long. The walls were 26 feet high. The north and south walls were 17 inches thick from ground floor up 14 feet to the second-story wall, where there was a set-back of 4 inches, making the second-story wall 13 inches thick and 12 feet high above the first-floor walls. The second-story floor was wood, supported by 2x12 joists, resting on a 2x6 plate, which plate was laid lengthwise of the first-story wall and extended under the second-story wall 2 inches. Thus the top wall rested, as its base, upon 11 inches of brick and 2 inches of said 2x6 plate. The roof rested upon similar joists and plates at top of second-story wall.

On November 7, 1933, Snelling, the contractor in charge of remodeling the building, had removed the roof, joists and plates; and had removed the second-story floor, joists and plates; and had scraped the inside plastering off the walls, and cut 12xl7-inch holes, 12 feet apart, at the top of the first-story walls and under base of second-story walls. These holes extended into the walls 9 inches at base of second-story wall. The holes were for the purpose of placing therein reinforced concrete joists. The walls were left unr braced, except such as was rendered by their own strength. One of the side walls had a crack on the inside about 10 feet long. The crack did not show through the plaster on the outside wall. Snelling had also laid the first floor of concrete, and had constructed the forms in which to pour the concrete for the second floor. The forms were made of 1x8 shiplap, supported by concrete pillars and by 2x4-inch jacks. The employees of Snelling were pouring concrete in the forms for the second floor; and J. T. Tannehill, an employee of Andrewartha, was setting thimbles in the concrete being poured. Such thimbles were for passageways for plumbing and heating pipes through the concrete. At this time the walls of the building collapsed and Tannehill was killed. J. L. Cook, Snelling’s foreman in *224 charge of the building, testified that the walls could have been securely braced, and prevented from falling, with little expense and time, but that no inspection was made to determine their strength or whether or not it was necessary to brace them. His testimony was not disputed.

Tannehill was survived by his wife, Mrs. Mary B. Tannehill, two minor daughters, Do'rothy -Lee and Ruth La Nelle, and by his mother, Mrs. Annie B. Tannehill. Mrs. Mary B. Tannehill was appointed guardian of said two minors. The employees of Andrewartha, including Tannehill, were insured under the Workmen’s Compensation Act of Texas, Vernon’s Ann.Civ.St. art. 8306 et seq., by Lloyds Casualty Company of New York, which company acknowledged liability and assumed payment of the compensation. It had paid part thereof when it was placed in the hands of a receiver. This suit was filed by Mrs. Mary Tannehill, individually, and as guardian of said two minors, and for Mrs. Annie B. Tannehill, and Lloyds Casualty Company, against E. B. Snelling to recover damages on account of the death of J. T. Tannehill, alleged to have been caused by the negligence of E. B. Snelling, his agents, servants and employees. During pendency of the suit E. B. Snelling died testate July 24, 1932, and Mrs. E. B. Snelling was appointed and qualified as Independent Executrix of his estate. Mrs. Mary B. Tannehill married L. L. Harper, and on July 26, 1937, filed her third amended original petition, joined by her husband, L. L. Harper, making Mrs. E. B. Snelling as Independent Executrix of the Estate of E. B. Snelling, deceased, defendant. The petition, in charging Snelling, the general contractor in charge of remodeling the building, with liability for the death of Tannehill, in substance alleges that Snelling in the performance of his work in repairing the building under his contract with the State negligently removed the roof and second floor when he knew, or by exercise of ordinary care could have known, that the building was old and out of repair, and that the walls were likely to be weakened by age, and by the repairing, unless proper precautions were taken for bracing the walls during repair; that Snelling knew that Andre-wartha and his employees, including Tan-nehill, were rightfully on the building engaged in the performance of their duties of installing the plumbing and heating, and that Snelling owed them the duty of taking such reasonable and necessary precautions in repairing the building as to protect and insure their safety; that Snelling in repairing the building removed the roof and weakened the side walls in such way that unless they were braced or supported would likely collapse and' fall; which was known, or in exercise of ordinary care should have been known to Snelling; and that he was negligent in failing to inspect the soundness of the walls after the roof had been removed; and that Snelling knew, or by use of ordinary care could have known, that the walls were old, weak and insecure, not properly braced and likely to collapse. The foregoing general allegations were followed by specific allegations of negligence on the part of Snelling, his agents, servants and employees: “(a) In not inspecting the walls and structure of said building to determine whether or not they were old, weak, loose and likely to collapse; (b) In not warning the deceased of the old, worn, loose and weakened condition of the walls; (c) In not bracing or otherwise maintaining other adequate supporting devices; (d) In attempting to^ rebuild the second floor and thereby placing an additional weight upon the 'walls without bracing or otherwise providing supporting devices; (e) In not making a sufficient test to determine that the said walls were old, loose, insecure and weak; (f) In not furnishing and maintaining a reasonably safe place for deceased, Tan-nehill, to work; (g) In so conducting the work in the building as to make it dangerous for deceased, Tannehill.”

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Bluebook (online)
137 S.W.2d 222, Counsel Stack Legal Research, https://law.counselstack.com/opinion/snelling-v-harper-texapp-1940.