Corbetta Construction Co. v. Lake County Public Building Commission

381 N.E.2d 758, 64 Ill. App. 3d 313, 21 Ill. Dec. 431, 1978 Ill. App. LEXIS 3311
CourtAppellate Court of Illinois
DecidedSeptember 21, 1978
Docket75-458
StatusPublished
Cited by15 cases

This text of 381 N.E.2d 758 (Corbetta Construction Co. v. Lake County Public Building Commission) is published on Counsel Stack Legal Research, covering Appellate Court of Illinois primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Corbetta Construction Co. v. Lake County Public Building Commission, 381 N.E.2d 758, 64 Ill. App. 3d 313, 21 Ill. Dec. 431, 1978 Ill. App. LEXIS 3311 (Ill. Ct. App. 1978).

Opinion

Mr. JUSTICE NASH

delivered the opinion of the court:

Corbetta Construction Co. of Illinois, Inc. (Corbetta), plaintiff-counter-defendant, and Ganster and Hennighausen, Inc. (Ganster), third-party defendant, each appeal from judgments entered against them on the verdict of the jury in favor of defendant-counterplaintiff-third-partyplaintiff Lake County Public Building Commission (Commission); the Commission appeals from a portion of the judgment entered against those parties alleging it is inadequate.

These three appeals evolve from disputes between the Commission, as owner, Corbetta, as general contractor, and Ganster, as architect, over the construction of the Lake County Courthouse complex in Waukegan. Ganster was engaged by the Commission in 1961 for its architectural services in designing the courthouse and allied structures and grounds. These included an administration and office building, a jail building, underground parking garages and plazas. The first phase of construction of this extensive complex consisted of an administration building, an office building and the north plaza and is not a concern of this appeal. Corbetta worked on a portion of the first phase and, in 1967, was awarded the general contract for construction of the second phase at a price of $3,957,300. This included the courthouse, the jail building and a large plaza adjacent to the courthouse on its west side. For a better understanding of the issues involved in this appeal we will describe that construction insofar as it is pertinent.

The west plaza occupied a large, rectangular area approximately 214 feet long on its north-south axis and ranged in width from 81 feet to 124 feet as it extended east and west. It was bounded on the east by the courthouse building, on the north by a rotunda, on the west by the administration building and steps to the street and on the south by the jail building. The plaza was designed to serve as an area in which public events, such as band concerts, could be held and it also formed the roof over underground parking and other facilities. It was supported from below by concrete columns and beams and its eastern edge rested upon a poured concrete beam affixed to the base of the west wall of the courthouse building. That area has been designated in the building plans and specifications as the “K-line” and we will so refer to it here. To provide for the natural expansion and contraction of the concrete and stone plaza which would occur with temperature variations, its design included a one-inch wide expansion joint running through it entirely around its periphery and for two one-inch wide expansion joints running east and west across and through the depth of the plaza. To prevent water leakage the plans and specifications called for the installation of a pliable, waterproof filler known as a Saraloy strip in the east-west expansion joints and, for waterproofing where the plaza adjoined the courthouse, the area designated as the K-line, the plans provided for a waterproof membrane to extend from within the plaza floor up the side of the building for approximately five inches to the bottom of a large, L-shaped angle iron which formed a shelf upon which the exterior stone walls of the building rested. To avoid a sharp turn in the waterproof membrane where it changed direction from the horizontal in the plaza floor to the vertical up the courthouse wall, a pressure-treated wood cant strip was to be installed to shape and support the 45° turn. The one-inch gap remaining between the plaza surface and the bottom of the angle iron supporting the exterior wall of the courthouse was to be waterproofed by filling and caulking.

The jail building is a four-story structure of which the first floor is glass-walled. An overhang, or soffit, formed by the extension of the second floor outward five feet beyond the first floor walls, extends around the building at the level of the second floor and slabs of limestone were installed horizontally under these soffits. The walls of the upper three floors are constructed of cement block and faced with brick; the cement blocks were set directly on the concrete slab of each floor and the face brick comprising the exterior walls rested on shelves bolted to the outer end or face of the concrete floor slabs. These shelves consisted of right-angle pieces of steel of which each leg measured four inches with the vertical legs being bolted to the concrete slab on each floor and the horizontal leg providing a base for the face brick. The first course of brick on each floor was laid on the horizontal leg in a bed of mortar and the exterior brick wall was then built up to the next floor. Because the face of a concrete slab is normally not vertical, metal shims must be installed behind the shelf angles to make the horizontal leg of the shelf-angle level and the walls erected upon them plumb. These shims are horseshoe-shaped and to perform their leveling function must be installed behind the shelf angle with the prongs, or open end, facing down. Corbetta commenced construction of the second phase of the courthouse complex in July 1967 and completed the plaza portion in January 1970 when it was turned over to the Commission. The plaza began to leak in the spring of 1970, particularly through the flashing along the K-line and through the east-west expansion joints with water entering the garage and data processing areas below. Inspection by the Commission, Ganster and Corbetta revealed that the waterproof membrane had not been extended up beyond the plaza surface to the shelf angle at the K-line and that the cant strip designed to support it as provided for in the plans and specifications had been omitted. The inspection also revealed that the two east-west expansion joints through the plaza floor had been completely cemented over and that the Saraloy strip designed to seal the joints and prevent leaks had been omitted.

Corbetta worked further on the plaza and towards the end of 1970 represented to the Commission that all corrections necessary to comply with the plans and specifications in these areas had been completed. By January 1971, however, the leakage problem reappeared and the slate paving stones forming the surface of the plaza and their mortar bed began to crack and crumble. In August 1971 two of the soffit stones, each weighing about 1200 pounds, came loose from underneath the overhang on the second floor of the jail building and one of them fell to the ground.

In the fall of 1971, after litigation had begun and while Corbetta and Ganster were disputing between themselves whether the plaza leaked by reason of faulty design or faulty construction, the walls of the jail began to tilt outward at the top on each floor throughout the building. Gaps were observed on the interior of the building where the ceilings met the walls and bulges in the exterior walls were visible on the outside of the building. The Commission employed structural engineers to examine the walls and openings were made at various locations on the south, west and north exterior walls for that purpose. (The east wall was not opened for examination.) It was determined that the exterior brick walls tilted outward from the vertical up to three-quarters of an inch at their tops on each floor and that the interior cement block walls had also tilted and pulled away from the ceiling and ductwork at numerous places throughout the building.

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Bluebook (online)
381 N.E.2d 758, 64 Ill. App. 3d 313, 21 Ill. Dec. 431, 1978 Ill. App. LEXIS 3311, Counsel Stack Legal Research, https://law.counselstack.com/opinion/corbetta-construction-co-v-lake-county-public-building-commission-illappct-1978.