Balfour, Guthrie & Co. v. Hansen

227 Cal. App. 2d 173, 38 Cal. Rptr. 525, 1964 Cal. App. LEXIS 1167
CourtCalifornia Court of Appeal
DecidedMay 12, 1964
DocketCiv. 288
StatusPublished
Cited by22 cases

This text of 227 Cal. App. 2d 173 (Balfour, Guthrie & Co. v. Hansen) 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
Balfour, Guthrie & Co. v. Hansen, 227 Cal. App. 2d 173, 38 Cal. Rptr. 525, 1964 Cal. App. LEXIS 1167 (Cal. Ct. App. 1964).

Opinion

BROWN (R. M.), J.

This appeal is taken from a judgment in favor of plaintiff Balfour, Guthrie & Co., Ltd., against Clifford L. Hansen and Howard W. Hansen individually and as partners in the partnership of L. H. Hansen & Sons, L. H. Hansen & Sons, and Pacific Indemnity Company, based on findings of fact and conclusions of law that the general contractor, L. H. Hansen & Sons, was guilty of actionable fraud during the construction in 1949-50 of 10 silos in the City of Fresno.

Southwest Storage Company owned certain real estate upon which it hired defendant L. H. Hansen & Sons to build 10 silos based on certain plans and specifications which followed the plans which had been previously drawn by a."San Francisco firm for eight existing silos which were-adjacenti to this property, with certain modifications. The plans, as modi *176 fied, were cheeked by R. B. Welty, a civil engineer. L. H. Hansen & Sons had submitted an offer for $136,910 which was accepted. Hansen then secured a performance bond from Pacific Indemnity Company, another defendant herein, covering the amount of the bid, and Southwest Storage Co. was named as the obligee.

In 1955 Southwest sold the 10 silos to J. B. Hill Co. and later Southwest Storage Co. ceased to exist. In late 1957 Balfour bought all the silos and discovered there were cracks in them; in 1958 Balfour wrote a letter of demand to the defendants and Southwest, but in April 1959 settled any claims it had against Southwest and others and procured an assignment of various claims from the various people, including Southwest. In July 1959 Balfour, with Southwest as a coplaintiff and also Southlake Farms, Inc., a corporation, and Westlake Farms, Inc., a corporation, but not J. B. Hill Co., sued the defendants.

Southwest Storage Co. was a partnership formed in the year 1949, composed of Westlake Farms, Inc., a partnership, and Southlake Farms, Inc., a corporation. In November 1949 this partnership, Southwest Storage Co., purchased certain real property in Fresno which was adjacent to eight existing grain storage silos owned by J. B. Hill Co., a corporation. The property was purchased from J. B. Hill Co. Southwest desired to build 10 new grain storage silos upon the property and purchased and took the plans which had been previously drawn by a San Francisco firm for the existing eight silos and secured a draftsman to copy the same with certain modifications. The plans and specifications which were urged by plaintiffs as those applicable to this new construction were general specifications for conventional silo-type construction. These plans and specifications disclosed that the same had been “checked” by B. B. Welty, civil engineer, and his approval placed in writing upon them. Southwest twice called for bids for the desired construction, one dated October 28, 1949, and the other, October 29, 1949, the latter specifically referring to “plans and specifications completed November 7, 1949, and checked by B. B. Welty, C.E.” This call for bids also specified that “Construction will be completed within 85 days after work is started. ’ ’

L. H. Hansen & Sons submitted an offer in writing in the sum of $136,910 to construct 10 silos per plans and specifications “prepared by B. B. Welty, Civil Engineer.” The Hansen bid was accepted in writing by Southwest on November 21,1949.

*177 The trial of this action took place 12 years after the bid and the memories and records relative to the identity of the exact plans and specifications that the defendant contractor received and used are not supported by any clear or definite evidence and were scanty to say the least. It was the trial court’s determination that the plans and specifications submitted as Plaintiffs’ Exhibit No. 1 were the plans and specifications pursuant to which the lu grain silos were to be constructed.

Following the acceptance of the bid by L. H. Hansen & Sons, this defendant secured a contract performance bond from Pacific Indemnity Company covering the amount of its bid, with L. H. Hansen & Sons named as principal, Pacific Indemnity Company as surety, and Southwest Storage Co. as obligee. It is interesting to note that both the contract and the bond refer to plans and specifications “prepared by” R. B. Welty, civil engineer. The contract bond contained the following language: “No right of action shall accrue under this bond to or for the use of any person other than the said Obligee.”

The construction of the 10 silos was performed by using the slip-form method of construction. This was the first such job undertaken by the general contractor, but Mr. Roy Kashner, who was employed by the general contractor, was experienced in this type of construction and he supervised the entire construction of the 10 grain silos, which were completed in May 1950. In utilizing the slip-form type of construction, which consists of continuous pouring of concrete, it should be here noted that the vertical steel reinforcing rods are initially spaced in accordance with the plans and specifications and are held in place by a yoke that is located approximately 6Yz feet above the forms and the horizontal steel. By using this method, the horizontal and vertical steel is at all times visible to the naked eye. With respect to the vertical steel, 5 to 8 feet of the same are always visible above the forms and the concrete that has been poured, and two rows of horizontal bars are always visible under the yoke prior to the pouring of any additional concrete. Forms are filled with concrete and jack rods are also utilized for the purpose of lifting the slip forms as the pouring of concrete progresses. These jack rods were placed on 8-foot centers around each silo and were left in the construction, in addition to the reinforcing steel, pursuant to the approval of Mr. Welty. The entire slip form covering all 10 silos is raised approximately one foot in two *178 hours as concrete is poured, making a nonstop operation. The first 40 feet were poured and then the pouring was stopped for other work on the bottoms, and the same process continued until a height of 105 feet was reached.

In the performance of this construction, the general contractor employed a Mr. L. A. Jones, a steel subcontractor, who submitted a bid on the basis of published prices prevalent at the time in the sum of approximately $25,000. His bid was based on the quantity of steel which he determined would be necessary to meet the specifications and the cost of installing the same. In the deposition of L. A. Jones which was admitted into evidence, he testified that once the ring horizontal steel bars are formed the only place they could be used would be on that particular job as it would be more costly to attempt to straighten them for a different use than to buy new steel. James Anderson, sales manager for Pittsburgh Des Moines Steel Company, testified that using the 1949 prices and placing a bid upon the plans and specifications in question, his company would have submitted a bid of about $26,000, which was within approximately $1,000 of the bid by L. A. J ones.

The silos were completed in May 1950. A few weeks later some hairline cracks appeared and Clifford Hansen requested Mr. Welty to return and examine them. Mr. Welty did so and recommended a method of repair which the defendant contracting firm thereafter accomplished.

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Bluebook (online)
227 Cal. App. 2d 173, 38 Cal. Rptr. 525, 1964 Cal. App. LEXIS 1167, Counsel Stack Legal Research, https://law.counselstack.com/opinion/balfour-guthrie-co-v-hansen-calctapp-1964.