MacOmber v. State of California

250 Cal. App. 2d 391, 58 Cal. Rptr. 393, 1967 Cal. App. LEXIS 2119
CourtCalifornia Court of Appeal
DecidedApril 25, 1967
DocketCiv. 23933
StatusPublished
Cited by17 cases

This text of 250 Cal. App. 2d 391 (MacOmber v. State of California) is published on Counsel Stack Legal Research, covering California Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
MacOmber v. State of California, 250 Cal. App. 2d 391, 58 Cal. Rptr. 393, 1967 Cal. App. LEXIS 2119 (Cal. Ct. App. 1967).

Opinion

TAYLOR, J.

This is an appeal by the State of California from an adverse judgment rendered on a jury verdict in favor of plaintiff general contractor’s claim for additional work done in the remodeling of Chico State College (hereafter. College) . The State argues that there is no evidence to. support *394 the jury’s implied finding that the state architect committed gross error in rejecting plaintiff’s claim; that the rule of substantial evidence is not applicable to a review of administrative proceedings; that plaintiff did not, in good faith, exhaust his administrative remedies; that the trial court erred in permitting plaintiff to amend the complaint; and that, in any case, plaintiff is not entitled to interest prior to judgment.

Viewing the record most favorably to the judgment, as we must, the following facts appear: Plaintiff, Fred S. Macomber, a general contractor, was the successful bidder on a $101,250 State contract to remodel the administration building of the College. The contract, dated May 22, 1961, contained the usual general conditions, the pertinent portions of which are set forth below. 1 The portion of the work here in issue is the manufacture and installation of a two-story spiral *395 staircase in the college administration building. The structural steel subcontractor for the staircase was Robert R. LaMarr (hereafter LaMarr).

The State’s plans and specifications (hereafter plans) for the staircase called for a circular spiral staircase with a radius of 7.2 feet to be specially manufactured to fit into the existing two-story rotunda of the administration building. The rotunda was wider on the first floor than on the second. The travertine treads of the staircase were to be suspended from a steel beam, known as a spiral box stringer (hereafter stringer).

The staircase was not supported by the building but was to be attached to the first floor by a pier and concrete column underneath the floor. The top of the staircase was to be bolted to the existing concrete beam of the second floor of the building. This concrete beam was not exposed but hidden behind a frieze of plaster. The plaster was “furred,” meaning that it covered up the structural beams and filled in void space so as to suggest a rounded corner instead of the straight one produced by the beams. The plans indicated that the furred plaster on the second floor was % of an inch thick. Mr. Cameron, the state’s job superintendent, would not permit LaMarr to make holes in the plaster to determine its actual thickness, as the State did not want the walls to be left open during the several months of construction.

LaMarr’s shop drawings for the stringer were approved by the State before the stringer was manufactured. After the stringer was manufactured in LaMarr’s shop in Redwood City, it was approved there by State Inspector Cook. The stringer, in two sections, arrived on the job site on October 11. In order to get the second floor section inside the building, it had to be cut in half.

When the installation began on October 13, immediate difficulties were encountered and Mr. Muller, a structural engineer for the State, was summoned from Sacramento. Plaintiff and Mr. Cameron were also present. The stringer was too short because the plaster over the concrete beam on the second floor was 3% inches thick instead of the % of an inch shown on the plans. Some of the treads were 5 inches underneath the second floor.

In addition, the entry for October 17 in the daily log book kept by Cameron read: “ It was determined that the difficulty in fitting spiral stair thru the opening in 2d floor at Rotunda *396 was not ,due. to discrepancies in fabrication of steel stringer but'that' the opening is smaller than assumed to be. ”

Accordingly, it was determined that by shifting the.anchorage of the staircase on the first floor, the entire staircase could 'be moved enough to clear the handrail where it passed by the second;floor facia. Mr. Muller wrote up the details of the 'Subsequently issued Change Order No. 10 authorizing the change of'position of the first floor anchorage for an additional-$559.46:

Mr. Brogunier, a structural engineer, made an engineering investigation of the staircase after installation at the request of LaMarr. He studied the shop drawings and plans, took precise measurements of the staircase and building, and ascertained that-if the staircase had been constructed in accordance with -the plans or shop drawings, it would not have fit the building. Mr. Brogunier also found that there was a variance of one inch between the center point of the rotunda on the first floor and the center point on the second floor. The supports for the staircase were based on the center line on the first floor. The differences between the two center points would cause problems if the stairway were constructed in accordance with the plans, which indicated the same center points for both floors. These discrepancies between the plans and actual field conditions could not be ascertained from the plans.

After the change of the anchorage was accomplished, a number of additional problems appeared. The spiral of the staircase became elliptical instead of circular and the staircase was thrown off the center line so that the second floor landing had to- be changed. After the shift, the staircase did not rest properly on the first floor support columns. Mr. Cameron indicated that the staircase, as shifted, was not acceptable, and that further adjustments were required.

The" additional work required was not covered by Change Order No. 10, but done by LaMarr pursuant to Cameron’s oral instructions. Cameron, plaintiff, LaMarr, Mr. Dwyer, the designer of the staircase, as well as a representative of the College, discussed various solutions to the problems presented. On December 13, Mr, Dwyer again visited the site and was informed that LaMarr was considering the submission of a claim for the additional work required.

Singe the "first" floor columns could not be moved, it was determined; with Mr. Cameron’s approval, that the stringer could bé weldéd and spliced, As a result of the splicing, some *397 parts of the spiral were flattened and the original risers no longer fit. New ones had to be made to keep the distance between the risers required by the plans. The welds then had to be made smooth to provide the neat appearance required by Mr. Dwyer.

Finally, the staircase was accepted by the State. Plaintiff, in accordance with the general conditions, timely filed his claim for $13,673.98. The claim was rejected by the state architect, then reviewed and rejected by the State Board of 'Control, and this action ensued.

The State does not question the general rule that a com tractor who, acting reasonably, is misled by incorrect plans and specifications and who, as a result, submits a bid which is lower than he would otherwise have made, may recover.in a contract action for extra work necessitated because of the incorrect plans and specifications (Coleman Engineering Co., Inc. v. North American Aviation, Inc., 65 Cal.2d 396, 404 [55 Cal.Rptr.

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Cite This Page — Counsel Stack

Bluebook (online)
250 Cal. App. 2d 391, 58 Cal. Rptr. 393, 1967 Cal. App. LEXIS 2119, Counsel Stack Legal Research, https://law.counselstack.com/opinion/macomber-v-state-of-california-calctapp-1967.