S.G.B. Steel Scaffolding & Shoring Co. v. United States

82 Cust. Ct. 197, 1979 Cust. Ct. LEXIS 1165
CourtUnited States Customs Court
DecidedMay 16, 1979
DocketC. D. 4802; Court Nos. 72-2-00394 and 73-6-01355
StatusPublished
Cited by15 cases

This text of 82 Cust. Ct. 197 (S.G.B. Steel Scaffolding & Shoring Co. v. United States) is published on Counsel Stack Legal Research, covering United States Customs Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
S.G.B. Steel Scaffolding & Shoring Co. v. United States, 82 Cust. Ct. 197, 1979 Cust. Ct. LEXIS 1165 (cusc 1979).

Opinion

Newman, Judge:

This consolidated action is a sequel to S.G.B. Steel Scaffolding & Shoring Co., Inc. v. United States, 70 Cust. Ct. 158, C.D. 4423, 361 F. Supp. 631 (1973), aff’d, 61 CCPA 73, C.A.D. 1123, 496 F. 2d 1224 (1974) (hereinafter SGB I). As in SGB I, the issue here pertains to the proper tariff classification for certain “shore frame systems” and parts thereof.

[200]*200The within merchandise was imported by plaintiff from Great Britain during 1970 and 1971 and entered at the Port of New York. The regional commissioner of customs assessed duty at the rate of 13 or 11 per centum ad valorem, depending upon the dates of entry, under the “basket” provision for articles of iron or steel in item 657.20 of the Tariff Schedules of the United States (TSUS), as modified by T.D. 68-9. Plaintiff claims that the imports are classifiable as “other structures and parts of structures” within the purview of the superior heading to items 652.90-652.98, TSUS, and are properly dutiable at the rate of 9.5 per centum ad valorem under item 652.98.

I have concluded that plaintiff’s claim should be sustained.

Statutes Involved

The pertinent provisions of the Tariff Schedules, as modified by Presidential Proclamation 3822 (T.D. 68-9), are:

Classified under:
Schedule 6, Part 3, Subpart G:
Subpart G. — Metal Products Not Specially Provided For Subpart 6 headnote:
1. This subpart covers only; articles of metal which are not more specifically provided for elsewhere in the tariff schedules.
Articles of iron or steel, not coated or plated with precious metal:
ifc * # sfc * sfc *
Other articles
$$**$**
657.20 Other_
13% [or] 11% ad val. [depending on the dates of entry]
Claimed under:
Schedule 6, Part 3, Subpart F:
Hangars and other buildings, bridges, bridge sections, lock-gates, towers, lattice masts, roofs, roofing frameworks, door and window frames, shutters, balustrades, columns, pillars, and posts, and other structures and parts of structures, all the foregoing of
base metal:
* * * sic * * *
652.98
Other_
9.5% ad val,.

Issue Peesented

Inasmuch as there is no dispute that the shore frame systems are “[articles of iron or steel,” as classified by the Government, the core issue herein, broadly stated, is whether the imports are more specifi[201]*201cally described in the superior beading to items 652.90-652.98 as “other structures and parts of structures,” as claimed by plaintiff.1

PbioR Proceedings

In SOB I, the shore frame systems were classified as articles of iron or steel under item 657.20, TSUS, as modified, and claimed by plaintiff to be properly dutiable as jacks or lifting machinery or parts thereof under item 664.10, TSUS, as modified. In dismissing the action, the court held that a shore frame system is more than a jack or lifting machinery, and aptly referred to the merchandise as a “structure” or a part thereof. Thus, as the linchpin of his decision, Judge Rao stated (70 Cust. Ct. at 164-65):

* * * The system, by means of stacking shore frames one on top of another, allows a structure to be built to any height required for supporting formwork in which concrete is poured, e.g., for floors, during the construction of a building. The jacks make necessary adjustments at the ground level and at the top but the system itself is more than a jack. It is construction equipment consisting of a self-supporting temporary structure having jacking devices to lift the heads to the proper height for holding the form-work. The other functions of the system, supporting and distributing the weight of the load, and resisting lateral forces, and its self-contained bracing which contributes stability and safety and enables a temporary structure of great height to be erected, are coequal with that of the jacks. * * * [Emphasis added.]

Continuing, the court also observed in SOB I (70 Cust. Ct. at 165):

As in Laurence Myers Scaffolding Co. v. United States, supra [57 Cust. Ct. 333, C.D. 2809, 259 F. Supp. 874 (1966), appeal dismissed, 56 COPA 133 (1967)], the court is not called upon to pass on the question of whether the instant shore-frame system constitutes “other structures” or “parts of structures” within the superior heading to items 652.90-652.98, dutiable under the catchall provision, item 652.98. I note, however, that substantially similar language in heading 73.21 of the Brussels Nomenclature is intended to encompass adjustable or telescopic props and similar equipment for use in scaffolding. (Explanatory notes, vol. 2, p. 674.) [Emphasis added.]

The present action initially came before me for decision on plaintiff’s motion for summary judgment in accordance with rule 8.2. Defendant opposed the motion on the ground that there existed a material issue of fact that required resolution by a trial. In view of the existence of a genuine issue of fact concerning the commercial meaning of the term “structure” in the construction industry and the application of that term in its commercial sense to the shore frame systems, I denied plaintiff’s motion. S.G.B. Steel Scaffolding & Shoring Co., Inc. v. United States, 76 Cust. Ct. 274, C.R.D. 76-2 (1976).

[202]*202The Record

The record in this case comprises: The incorporated record in SOB I; the testimony of four witnesses on behalf of plaintiff and three witnesses on behalf of defendant; documentary exhibits; and the official entries and invoices (which were received without marking).

Plaintiff's witnesses were: Robert A. O’Callaghan, secretary-treasurer of S.G.B. Universal Builders Supply,2 a distributor of scaffolding, shoring, and concrete formwork throughout the United States; Joseph M. Titunik, vice president of engineering for S.G.B. Universal and a licensed professional engineer; Robert M. Hiener, a civil engineer and chief engineer for General Reinsurance Corp.; and Charles W. Thurston, a licensed professional engineer and professor of architecture at Columbia University, who teaches various courses relating to structures.

Defendant called: Anthony V. Rizzi, a licensed professional engineer and president of Rissil Concrete, Inc., a concrete subcontractor specializing in the erection of reinforced concrete structures and concrete floors; Francis W. Meyer, a licensed professional engineer, chairman of the civil and architectural technology department at the State University of New York at Farmingdale, and a consultant in engineering for contractors; and William Eipel, a licensed professional engineer and president of Eipel Engineering, P.C.

The pertinent facts are:

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Bluebook (online)
82 Cust. Ct. 197, 1979 Cust. Ct. LEXIS 1165, Counsel Stack Legal Research, https://law.counselstack.com/opinion/sgb-steel-scaffolding-shoring-co-v-united-states-cusc-1979.