Reich, SOL v. Simpson, Gumpertz

Court of Appeals for the First Circuit·Decided August 20, 1993·No. 92-2237·Published

Opinion

United States Court of Appeals For the First Circuit

No. 92-2237

ROBERT B. REICH, SECRETARY OF LABOR,

Petitioner,

v.

SIMPSON, GUMPERTZ & HEGER, INC., AND OCCUPATIONAL SAFETY AND HEALTH REVIEW COMMISSION,

Respondents.

ON PETITION FOR REVIEW OF A DECISION OF THE OCCUPATIONAL SAFETY AND HEALTH REVIEW COMMISSION

Before

Breyer, Chief Judge,

Selya and Stahl, Circuit Judges.

Bruce Justh, with whom Marshall J. Breger, Solicitor of Labor,

Judith E. Kramer, Deputy Solicitor of Labor, and Joseph M. Woodward,

Associate Solicitor for Occupational Safety and Health, were on brief for petitioner. David J. Hatem, with whom Maura A. Greene and Burns & Levinson,

were on brief for respondents. Mark A. Casso, Arthur E. Schwartz, Elizabeth A. Davis, Robert C.

Gombar, Arthur G. Sapper, and McDermott, Will & Emery on brief for The

American Consulting Engineers Council, The National Society of Professional Engineers, and The American Institute of Architects, amici curiae.

August 20, 1993

STAHL, Circuit Judge. In this appeal, the

Secretary of Labor ("the Secretary") challenges a decision of

the Occupational Safety and Health Review Commission ("the

Commission") granting summary judgment1 in favor of appellee

Simpson, Gumpertz & Heger, Inc. ("SGH"). We affirm.

I.

Standard of Review

We review the Commission's decision to determine

whether its factual findings are supported by substantial

evidence in the record, 29 U.S.C. 660(a), and whether its

legal conclusions are "arbitrary, capricious, an abuse of

discretion, or otherwise not in accordance with law[.]" 5

U.S.C. 706(2)(A). See also National Eng'g & Contracting

Co. v. Occupational Safety & Health Admin., 928 F.2d 762, 767

(6th Cir. 1991). In making these determinations, we must be

mindful "`that an agency's construction of its own

regulations is entitled to substantial deference.'" Martin

v. Occupational Safety & Health Review Comm'n, 499 U.S. 144,

, 111 S. Ct. 1171, 1175 (1991) (quoting Lyng v. Payne, 476

U.S. 926, 939 (1986)). Where the meaning of a regulation is

ambiguous, the reviewing court should give effect to the

agency's reasonable interpretations, i.e., interpretations

which "`sensibly conform[] to the purpose and wording of the

1. The Commission's Rules of Procedure incorporate by reference Fed. R. Civ. P. 56. See 29 C.F.R. 2200.61

(1992).

-2- 2

regulation[] . . . . '" Id. at , 111 S. Ct. at 1175

(citation omitted) (quoting Northern Indiana Pub. Serv. Co.

v. Porter County Chapter of Izaak Walton League of America,

Inc., 423 U.S. 12, 15 (1975)). In contrast, no deference is

warranted where the agency's interpretation is inconsistent

with the wording of the regulation. Id. at , 111 S. Ct.

at 1180 ("[W]e emphasize that the reviewing court should

defer to the Secretary only if the Secretary's interpretation

is reasonable.") (emphasis in original).

II.

Factual Background

Viewing the record in a light most favorable to the

Secretary, we summarize the relevant facts. The events

surrounding this litigation arise out of the construction of

the Fuller Laboratories Building ("the project") at Worcester

Polytechnic Institute ("WPI") in Worcester, Massachusetts.

Sometime in 1987, WPI, the owner of the project, hired

Payette Associates, Inc. ("Payette"), an architectural firm,

to serve as project architect. In June 1987, SGH, an

engineering firm located in Arlington, Massachusetts,

contracted with Payette to perform certain structural

engineering services in connection with the project. The

general contractor for the project was Francis Harvey & Sons,

Inc. ("Harvey").

-3- 3

The building structure was to consist of five

floors of poured concrete placed over a base of steel and

temporary metal decking. As general contractor, Harvey was

responsible for generating a set of "shop drawings" for the

metal decking indicating, inter alia, any shoring necessary

to support the decking during the pouring of the concrete.

As design engineer, SGH had a duty to review the shop

drawings submitted by Harvey for conformance with the

project's design concepts and contract specifications.2

On or about July 9, 1988, Harvey submitted the shop

drawings of the metal decking to SGH for review. In

reviewing those shop drawings, SGH made various notations on

the drawings indicating potential trouble spots. One such

notation suggested that additional shoring be placed in the

area adjacent to the building's elevator shaft.

According to the shop drawings, an area on floor 2

of the building was to be composed of metal decking, four and

2. With the exception of a few provisions added by the parties, SGH's contract with Payette consisted entirely of the standard form language contained in a document published by the American Institute of Architects. SGH's contract specified, inter alia, that SGH would not be responsible for

the "construction means, methods, techniques, sequences or procedures, for safety precautions and programs in connection with the [w]ork . . . ." Rather, the contract assigns those duties to the general contractor: "The [c]ontractor shall supervise and direct the [w]ork, using his best skill and attention. He shall be solely responsible for all construction means, methods, techniques, sequences and procedures and for coordinating all portions of the [w]ork under the [c]ontract."

-4- 4

three-quarters inches of concrete, a layer of insulation, and

another three inches of concrete topping ("the multi-layered

area"). The drawings did not indicate, however, the amount

of time that should elapse between the first and second pours

of concrete in this area. SGH made no notations or revisions

concerning the indicated shoring of the metal decking in the

multi-layered area.

On December 13, 1988, Harvey's superintendent, Mr.

Dwight Mitchell, began pouring the first layer of concrete in

the multi-layered area. He planned to pour the first layer

of concrete, place the layer of insulation, and pour the

second layer of concrete topping in one day. After the first

layer of concrete was poured in the multi-layered area,

Mitchell noticed that a section of the metal decking in a

different area of floor 2 was beginning to sag. Concerned

about the amount of deflection, Mitchell telephoned Paul

Kelley, SGH's project manager, at Kelley's office in

Arlington, Massachusetts. Mitchell informed Kelley of the

deflection he had observed and explained his plan for

completing the floor that day. When told that the amount of

deflection was approximately three-eighths to one-half inch,

Kelley stated that that amount of deflection was "normal."

Mitchell then mentioned the multi-layered area, and

Free access — add to your briefcase to read the full text and ask questions with AI

Reich, SOL v. Simpson, Gumpertz, (1st Cir. 1993).

Reich, SOL v. Simpson, Gumpertz (Reich, SOL v. Simpson, Gumpertz) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

Related