Florence v. Moors Concrete Products, Inc.

193 N.W.2d 72, 35 Mich. App. 613, 1971 Mich. App. LEXIS 1537
CourtMichigan Court of Appeals
DecidedAugust 30, 1971
DocketDocket 8383 and 8384
StatusPublished
Cited by11 cases

This text of 193 N.W.2d 72 (Florence v. Moors Concrete Products, Inc.) is published on Counsel Stack Legal Research, covering Michigan Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Florence v. Moors Concrete Products, Inc., 193 N.W.2d 72, 35 Mich. App. 613, 1971 Mich. App. LEXIS 1537 (Mich. Ct. App. 1971).

Opinion

On Rehearing

Holbrook, J.

These consolidated wrongful death actions were brought by the administratrices of the estates of Edward J. Florence and George C. Spencer. This cause of action arises from the collapse of a building under construction in Dear-born, Michigan. Plaintiffs’ causes of action were based upon the negligence of William Moors Concrete Products, Inc., manufacturer of Doxplank; Lester H. Davies, as an individual; Lester H. Davies, Inc., engineer; Record Construction Company, contractor; and Avonster Corporation, also known as Dearborn Towne, House, Inc., owner of the building. Additionally, plaintiffs based their causes of action against defendant Moors on breach of express and implied warranty. Liberty Mutual Insurance Company, workmen’s compensation insurance carrier for Pittsburgh Testing Laboratories, Inc., intervened as a plaintiff. After full trial before a jury, verdict in favor of defendants of no cause of action was rendered. Plaintiffs have taken these appeals.

Sometime before 1962, Harry Chrysan, president of Avonster Corporation, was desirous of having a motel constructed. He contacted and contracted *616 with Mr. Lester Davies, an engineer and president of Lester H. Davies, Inc., to design the building and draw the plans. The contract was entered August 7, 1961. The blueprints called for 100 units separated into sections A, B, and C. The building permit was issued to Lester H. Davies, Inc., on January 29, 1962. The Record Construction Company was hired as the general contractor for the job. In the original plans for the building, components known as Twin-T and Flexicor were to be utilized for the floors and ceiling. These items are precast concrete slabs that are very popular in the building trade. After much discussion and consultation, between the owner, engineer, and general contractor, it was decided that a material known as Doxplank would be used as the floor and roof component rather than Flexicor and Twin-T. The sole franchisee of Doxplank in the Detroit area is the William Moors Concrete Products, Inc. Use of Doxplank reduces substantially time of construction and costs of labor. Procedure for manufacture of Doxplank is uncomplicated. Basic components of the Doxplank units are concrete blocks. Doxplanks are preformed concrete planks tongued and grooved and fit together to form either floor or ceiling. Cement blocks 8 x 8 x 16 (inches) which contain two-inch holes in each corner and a void in the middle are laid together horizontally. One-inch deformed steel bars are forced through the holes in each corner and run the length of the blocks. A grout composed of sand, water, and lime is forced into the area between the two-inch hole and the one-inch deformed steel bars. The blocks are then compressed together on a vise-like machine and placed into a kiln at temperatures of 100° to 115° for a period of 48 to 72 hours to be cured. The procedure for manufacture of Doxplank is ap *617 proved and sanctioned by the American Concrete Institute. Doxplanks are available in different lengths. The ones in question here were 30 feet long. The Doxplanks here were furnished and installed on the job site by the William Moors Concrete Products, Inc., a subcontractor of Record Construction Company. Davies testified at the trial that on one of his visits to the job site, he noticed longitudinal cracks in the planks installed and those about to be installed. He informed Mr. Chrysan of this condition. Davies wanted them removed because it interfered with the aesthetic beauty of the structure. Davies at trial testified that on December 2, 1962, and on a few subsequent occasions he had attempted to have his name removed from the building permit. He stated the reason to be that he had no control over the job and anything that went wrong was his responsibility. His attempts were unsuccessful. Davies testified that he discussed the Doxplank problem with Mr. Walter Halen, superintendent on the job for Record Construction Company. He suggested that Halen have these defective planks removed. On January 21, 1963, a notice of violation was received from the Dearborn Building Inspector’s Office. On January 29, 1963, a letter from Record Construction Company by its president Mr. Roman Helenski was sent to Moors Concrete Products, Inc., giving-formal notice that it was a request to have the defective Doxplank removed. The letter also indicated the dissatisfaction of Chrysan and Davies and that a violation had been issued from the city rejecting the Doxplank. Mr. Andrew Rosasco, president of Moors Concrete Products, Inc., testified that on January 30, 1963, he had removed three of the Doxplank from the building site and returned them to his company yard to perform a test on them. *618 These blocks were not in the building itself but were present on the site awaiting use in the structure. The testing was completed on February 1, 1963. From the result of the test he concluded the blocks were structurally sound. He informed Davies and Chrysan of this and offered to give a written guarantee for the Doxplank for the life of the structure. He testified that after the test was finished he destroyed the blocks. On February 18, 1963, Davies wrote a letter to the City of Dearborn building inspector requesting that the Doxplank be allowed to remain in the structure. He represented that the Doxplank had been tested by Moors and that they were found to be structurally sound, and further that Moors was willing to give the guarantee mentioned. This letter was also signed by Harry Chrysan. Davies testified that the inducement for writing this letter was representations made to him by Chrysan that if this request was made, a subsequent test would be required by the city. Davies contended that for this reason only he wrote the letter and not because he was convinced of the structural soundness of the material. Upon receipt of this letter, the city ordered a test to be performed on those planks already installed. Moors Concrete then contracted with the Pittsburgh Testing Laboratories to perform an on-the-site test of the planks. A field man was sent out to check over the testing site in question a few days prior to the testing date. The usual test given in a situation like this is a deflection test. This test indicates a technique whereby the degree to which the planks will bend under pressure is determined. Under standards of the A.C.I., 1 a certain level of deflection is allowed. Beyond this level, the planks will be judged un *619 sound. The procedure involved is to place weight upon the area in question. The weight here as dictated by A.C.I. standards was to be twice the design live load. In this instance, the design live load is 40 pounds per square foot. For testing purposes it would be 80 pounds. When performing the deflection test, the area thought to provide the least margin of safety is selected as the test site. Here, a portion of section C of the structure was chosen. The actual tested area was 24 x 9-1/2 square feet. A reading is taken prior to placing the test load on the area. Once this reading is taken, weight is evenly placed on the test area. A.C.I. standards called for a 24-hour period before the next deflection reading is taken. Here, the load was being placed manually by the employees of William Moors, Inc. There are two ways to take a reflection reading. The one plan to be used here was to go under the test site 24 hours after the load is placed.

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Bluebook (online)
193 N.W.2d 72, 35 Mich. App. 613, 1971 Mich. App. LEXIS 1537, Counsel Stack Legal Research, https://law.counselstack.com/opinion/florence-v-moors-concrete-products-inc-michctapp-1971.