Automated Building Components, Inc. v. Trueline Truss Co.

318 F. Supp. 1252, 167 U.S.P.Q. (BNA) 89, 1970 U.S. Dist. LEXIS 12062, 1970 Trade Cas. (CCH) 73,324
CourtDistrict Court, D. Oregon
DecidedApril 16, 1970
DocketCiv. 67-230
StatusPublished
Cited by1 cases

This text of 318 F. Supp. 1252 (Automated Building Components, Inc. v. Trueline Truss Co.) is published on Counsel Stack Legal Research, covering District Court, D. Oregon primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Automated Building Components, Inc. v. Trueline Truss Co., 318 F. Supp. 1252, 167 U.S.P.Q. (BNA) 89, 1970 U.S. Dist. LEXIS 12062, 1970 Trade Cas. (CCH) 73,324 (D. Or. 1970).

Opinion

OPINION

SOLOMON, Chief Judge.

Automated Building Components, Inc. (ABC) seeks to hold Trueline Truss Co. (Trueline) and Gerald M. McCormack in contempt of this Court’s consent decree *1253 in Civil No. 67-230. That decree enjoined Trueline and McCormack from infringing ABC’s United States Patent 3,304,106.

Trueline and McCormack filed a counterclaim against ABC for damages for violations of the Sherman and Clayton Acts.

INFRINGEMENT

ABC manufactures no-nail connector plates for use in the prefabrication of wood roof trusses. Roof trusses are frames which hold roofs. Wood roof trusses are constructed from wood beams, and the connector plate holds the beams together.

A no-nail connector plate is a metal plate with teeth that are perpendicular to the plate. In the construction of a truss joint, two wood beams are placed side by side and are sandwiched between two connector plates. A truss-making machine then presses the teeth of the plates into the beams so that the plates will hold the beams together. Other connector plates require nails, but because of labor costs these plates are more costly to use than no-nail plates.

In the early 1960’s, Gerald McCormack was ABC’s chief engineer and assistant manager at the company’s principal plant in Florida. In the spring of 1962, McCormack left ABC to open his own business. He moved to Lake Oswego, Oregon, and there he organized Component Engineering Co. (Component) to manufacture and sell connector plates and prefabricated wood roof trusses.

After he left ABC, McCormack designed a connector plate. Figure 1 shows a top view and Figure 2 an end view.

This plate has long, barbed teeth and short, triangular teeth which face diagonally across the plate. The short teeth provide shear resistance — that is, they prevent the connected beams from sliding against each other or from pulling apart. The long teeth provide shear resistance plus withdrawal resistance— that is, they prevent the connector plate from pulling out of the wood. McCormack placed the teeth so that the base of the plate has continuous bands of metal running the length and width of the base and running diagonally across the base.

In designing this plate, McCormack relied on the classical theory that the more barbs on a tooth, the greater the withdrawal resistance. It is the root of the long tooth that first fails under stress. McCormack therefore put as many barbs as he could on his long tooth, but he left room below the last barb so he could broaden the “shank” of the tooth before it connected to the base of the plate.

Connector plates were well known in the art. Both the Menge Plate and the “J” Series Plate used long, barbed teeth.

The Menge Plate, United States Patent 3,011,226, issued December 5, 1961, had one barb on each tooth (Figure 3).

*1254

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Cite This Page — Counsel Stack

Bluebook (online)
318 F. Supp. 1252, 167 U.S.P.Q. (BNA) 89, 1970 U.S. Dist. LEXIS 12062, 1970 Trade Cas. (CCH) 73,324, Counsel Stack Legal Research, https://law.counselstack.com/opinion/automated-building-components-inc-v-trueline-truss-co-ord-1970.