Whatley v. Delta Brokerage & Warehouse Co.

159 So. 2d 634, 248 Miss. 416, 1964 Miss. LEXIS 270
CourtMississippi Supreme Court
DecidedJanuary 20, 1964
Docket42840
StatusPublished
Cited by15 cases

This text of 159 So. 2d 634 (Whatley v. Delta Brokerage & Warehouse Co.) is published on Counsel Stack Legal Research, covering Mississippi Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Whatley v. Delta Brokerage & Warehouse Co., 159 So. 2d 634, 248 Miss. 416, 1964 Miss. LEXIS 270 (Mich. 1964).

Opinion

*420 Gtllespie, J.

James Dewitt Wbatley sued Charles R. Buchanan and William Burton Moore, a partnership, doing business as Delta Brokerage & Warehouse Company, for personal injuries sustained by the plaintiff in the collapse of storage bins on the premises of the defendants. Judgment was entered on jury verdict in favor of the plaintiff for $15,000. Plaintiff appealed, contending the amount of damages awarded by the jury was grossly inadequate. Defendants cross-appealed, contending they were entitled to a directed verdict and that the trial court committed certain errors. We hold' that there was no reversible error concerning liability, and that the amount of damages awarded plaintiff was so grossly inadequate that a new trial should be had on the question of damages only.

ON CROSS-APPEAL

We state the facts on the question of liability in the light most favorable to the plaintiff in whose favor the jury found.

Defendants were engaged in operating a grain or soy bean storage business in Indianola. Early in 1961 they decided more space was needed for storage of soy beans. There was an old structure on defendants’ premises consisting of several wooden storage bins. This structure rested on a concrete foundation fifty-two feet long by twenty-six feet wide. Around the perimeter was a curtain wall twelve inches thick and nine feet high measuring from the bottom of the pit. The curtain wall rose about three feet above ground level, so that the *421 entire concrete foundation formed a pit. Defendants knew the concrete slab forming the bottom of the pit contained no reinforcing* material. Defendants decided to construct a larger metal storage facility on the site thus described and entered into a contract with Thomas A. Bates, owner and operator of Bates Sheet Metal & Supply Company, to construct the new storage facility. After being advised of defendants’ wishes, Bates drew up the plans and specifications which both parties agreed upon. In the written contract between defendants and Bates, the latter warranted the structure against defective materials or workmanship for a period of twelve months after completion. The contract recited that Bates made no other warranty of products, materials- or design, either express or implied. Defendants were required to furnish to Bates the concrete foundation upon which to construct the new metal storage bins. The plans called for the construction by Bates of six large storage bins forty-eight feet high and four smaller bins of the same height. Bates was neither an engineer nor an architect. Defendants were neither engineers nor architects. Neither Bates nor defendants had the concrete foundation examined or tested to determine if it would bear the weight of the new bins and the weight of the beans to be stored therein. Nor did any person cause the plans or design of the new structure to be checked by an engineer, architect, or other competent person.

Bates proceeded to construct the bins in accordance with the aforesaid plans and one of the defendants observed the progress of the work. The structure rested partly on the concrete curtain wall and partly on two H beams grounded on the concrete slab which formed the bottom of the pit. These supports were near the center of the concrete slab, having been placed slightly off center to permit installation of a conveyor. Defendants knew the structure would be grounded in part on the *422 concrete slab although the original plans did not show such support. Defendants also observed the actual construction and knew the two H beams were grounded on the concrete slab.

When the construction of the bins was nearly complete, but still lacking interior bracing, defendants began filling* the bins with soy beans. About a week before the collapse of the structure Bates noticed bulging of one or more of the bins which contained soy beans. Bates promptly requested defendants to remove the soy beans as soon as possible so the bins could be braced. Defendants failed to remove the beans and they were requested to do so a second time, but failed to comply. One of the large bins was full of beans and others partly filled on the morning of October 30, 1961, when the tanks trembled, the large tanks sank in the middle, and dropped down into the foundation pit. The whole structure then fell to the east on a warehouse on defendants’ premises.

The interior H beams or column, which were about sixteen feet high, had punched through, the concrete slab on which they rested and were driven about eight feet into the ground below. Plaintiff was working on the structure when it collapsed and was seriously and permanently injured. His job was that of a working foreman, but he had nothing to do with the design of the structure or the foundation. He had not seen the design of the structure prior to the collapse.

The instructions presented to the jury two theories of negligence: (1) Whether defendants failed to exercise reasonable care in failing to remove the beans from the uncompleted structure within a reasonable time after being requested to do so, and (2) whether defendants failed to use reasonable care to furnish a reasonably safe foundation for the work to be performed by Bates and his employees.

*423 There was ample evidence to support the verdict for plaintiff on the question of liability on either or both of the theories presented to the jury. It was the sole duty and responsibility of defendants to use reasonable care in furnishing a reasonably safe foundation to support the proposed structure. It is undisputed that defendants made no effort to determine whether the concrete was sufficient to support the weight to be borne by it. The defendant Buchanan knew that supporting beams would rest on the six-inch concrete slab, although the plans did not show them. He also knew the beams were so placed during the actual construction. A competent expert testified that these beams placed 500 pounds weight to the square inch of concrete, and that the concrete was insufficient to support the weight placed upon it. The beams broke through the concrete slab and allowed the bins to drop down, then fall to the east.

Defendants filled some of the bins with beans before the internal bracing was installed, and some of the bins bulged. When this happened, Bates or his men twice requested defendants to remove the beans so the bracing of the bins could be accomplished. This was a week or ten days before the structure collapsed. Defendants failed to remove the beans and the proof showed that they continued to use the bins for storing and cleaning beans until the bins collapsed. The jury was justified in finding that the weight of the beans was a contributing cause of the collapse and that defendants were negligent in failing to remove the beans within a reasonable time after the request by Bates.

The main thrust of appellees’ argument on the question of liability is that the plans and specifications were prepared by Bates, an independent contractor, and that since the structure was not of the type to require an architect, the appellees, as owners, are not liable for any defects in the plans or design or for any injuries resulting from hazards which arose during the progress *424 of construction. They rely on May v.

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Bluebook (online)
159 So. 2d 634, 248 Miss. 416, 1964 Miss. LEXIS 270, Counsel Stack Legal Research, https://law.counselstack.com/opinion/whatley-v-delta-brokerage-warehouse-co-miss-1964.