Northern Petrochemical Co. v. Thorsen & Thorshov, Inc.

211 N.W.2d 159, 297 Minn. 118, 1973 Minn. LEXIS 1069
CourtSupreme Court of Minnesota
DecidedAugust 10, 1973
Docket43178, 43231, 43274
StatusPublished
Cited by44 cases

This text of 211 N.W.2d 159 (Northern Petrochemical Co. v. Thorsen & Thorshov, Inc.) is published on Counsel Stack Legal Research, covering Supreme Court of Minnesota primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Northern Petrochemical Co. v. Thorsen & Thorshov, Inc., 211 N.W.2d 159, 297 Minn. 118, 1973 Minn. LEXIS 1069 (Mich. 1973).

Opinion

Rogosheske, Justice.

Action for damages arising out of the faulty construction and subsequent reconstruction of an industrial building. This is a consolidation of three appeals from a judgment awarding plaintiff, Northern Petrochemical Company (Northern Petro), the owner of the building, damages from the general contractor, Watson Construction Company (Watson), and the primary architect, Thorsen & Thorshov, Inc. (T & T), and awarding T & T indemnity against the structural engineer, William J. Sutherland Engineers, Inc. (Sutherland). Watson’s main issue on appeal is the apportionment of damages between it, T & T, and Sutherland, but it also challenges the total damages awarded Northern Petro, certain evidentiary rulings, and the court’s instructions to the jury. Northern Petro appeals from the denial of prejudgment interest and the denial of recovery for damages concurrently caused by water. T & T frankly admits its appeal *121 was taken solely to protect its procedural status should a new trial be granted on Watson’s appeal and urges this court to affirm on all issues. We grant Watson a new trial on the single issue of apportionment of damages and affirm as to all other issues.

This was an extremely long and complicated action which was tried to a jury despite a multiplicity of parties, issues, and legal theories. 1 We have tried to limit our discussion of the facts and issues since we find no issue has significant precedential value and, essentially, what is required is a consideration of all issues upon an in-depth, careful review of the record.

In 1966, Northern Petro contracted with T & T for architectural services in the construction of a new headquarters, which would serve as its office, warehouse, and manufacturing plant. Since T & T did not do structural engineering, it contracted with Sutherland to provide the structural design of the building. In late 1967, Northern Petro contracted with Watson to act as general contractor for the building at a set price of $689,000.

Because of the particular needs of Northern Petro’s production processes, the building required a specialized configuration to allow efficient operations. Northern Petro was engaged in the extrusion of plastic film for industrial uses. This film is extruded by drawing tiny pellets of resin through tall, tower-like structures and then cutting the plastic into sheets or tubing. Since the extruders are in excess of 40 feet tall and the finished product is released at the top of the extruder, the manufacturing, or “C,” section was designed as a two-story structure with large holes in the upper floor to accommodate the extruder. The warehouse, or “B,” section was built on the same level as the upper floor of the manufacturing section in order to facilitate handling of the bulky final product. The office, or “A,” section was on the same level as the warehouse section.

*122 The site selected for the building was readily adaptable to the split-level construction desired. The land was relatively level from the west end of the building for about 200 feet. At this point, at approximately the middle of the warehouse section, it dropped sharply about 20 feet. At approximately the west end of the manufacturing section, the contour leveled out and continued level to the east. A cross-section of the building looked like this:

WAREHOUSE MANUFACTURING

Construction of the building, which began in the fall of 1967, progressed rapidly. In April 1968, when the building was virtually completed, it became clear that there were major structural flaws in the building. Large cracks were developing in the walls and floor of the manufacturing and warehouse sections; the lower half of the wall between the warehouse and manufacturing sections (hereafter the BC wall) and the steel columns in the manufacturing sections were out of plumb and seriously bowed to the east.

At this point, a consulting engineer was hired to find the cause of the problems and suggest remedial action. Steel cables had been installed to reinforce the building, but the deterioration continued. It became apparent that the building was moving toward the east in fits and starts. This movement was halted only when large wood shorings were used to brace the building.

It was eventually determined that the cause of the eastward movement was the inability of the BC wall to withstand the horizontal pressures of the earthfill against the west or warehouse side. The wall was being pushed to the east and transmit *123 ting this movement through the rest of the building. If no remedial measures had been taken, the building would ultimately have collapsed. In an unusual effort to mitigate damages, Watson, T & T, and Northern Petro agreed to cooperate in the reconstruction of the building. Watson and T & T agreed to perform necessary construction and architectural services, for which Northern Petro would pay T & T its regular fee for additional services and pay Watson on a cost-plus basis. The parties specifically agreed that these services would be without prejudice to the ultimate determination of liability.

Until actual reconstruction began, it was believed that the sole reason for the building’s failure was a structural defect in the support for the BC wall. The consulting engineer found that the structural design of the building provided seriously inadequate lateral support for the BC wall. Even if every other facet of the construction of the building had been performed perfectly, this design defect would have caused the collapse of the building if remedial steps were not taken.

In order to alleviate the pressures on the BC wall, the first step in reconstruction was to remove the floor and underlying fill from the eastern third of the warehouse section. As the floor was being taken up, however, it became clear that the structural design was not the only major flaw in the building. In this area, and in others that were subsequently uncovered, it was found that more than two-thirds of the reenforcing steel for the concrete flooring was lying on the fill and not embedded in the concrete and the underlying fill had not been compacted to the degree required by the specifications. The result of these omissions during construction of the building was to leave large voids under the floor which caused cracking and uneven settling of the floor. Correcting these faults required a massive reconstruction process, which took approximately 8 months.

The jury found that Northern Petro’s out-of-pocket costs for reconstruction were, in round figures, $346,000 and that Northern Petro suffered additional damages in the amount of $140,000 for diminution in the value of the building, $267,000 for loss of *124 profits because of late occupancy of the building, and $50,000 for excess operating costs while awaiting occupancy of the building.

The amount of each item of damages is amply supported by the evidence, but various challenges are made to the appropriateness of particular items of damages.

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Bluebook (online)
211 N.W.2d 159, 297 Minn. 118, 1973 Minn. LEXIS 1069, Counsel Stack Legal Research, https://law.counselstack.com/opinion/northern-petrochemical-co-v-thorsen-thorshov-inc-minn-1973.