Helen Hanna, Cicero Hanna v. Annie C. Fletcher, Trustee of Estate of Florence Johnson, Benjamin F. Fletcher, and Fred S. Gichner Iron Works, Inc.

231 F.2d 469
CourtCourt of Appeals for the D.C. Circuit
DecidedJune 11, 1956
Docket12050_1
StatusPublished
Cited by96 cases

This text of 231 F.2d 469 (Helen Hanna, Cicero Hanna v. Annie C. Fletcher, Trustee of Estate of Florence Johnson, Benjamin F. Fletcher, and Fred S. Gichner Iron Works, Inc.) is published on Counsel Stack Legal Research, covering Court of Appeals for the D.C. Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Helen Hanna, Cicero Hanna v. Annie C. Fletcher, Trustee of Estate of Florence Johnson, Benjamin F. Fletcher, and Fred S. Gichner Iron Works, Inc., 231 F.2d 469 (D.C. Cir. 1956).

Opinions

FAHY, Circuit Judge.

Appellants, husband and wife, whom, we shall usually refer to as plaintiffs, sued in the District Court to recover damages from the appellees, defendants, for serious injuries suffered by the wife in May, 1949. She fell into an areaway from steps leading to the street from the front door of premises she and her husband occupied as tenants. Defendant Fletcher is the landlord or lessor of the premises.1 Defendant Fred S. Gichner Iron Works, Inc., usually referred to herein as Gichner, in 1942 had repaired the railing of the steps. The complaint alleges that the repair was negligently and carelessly performed, as a result of which the railing gave way, causing the wife to lose her balance and fall into the areaway.

After answer the case was called for trial. Upon completion of the opening statement of counsel for plaintiffs, in which he set forth the facts he expected to be able to prove, the court ruled that regardless of whether or not these facts could be proved there was nothing for the jury to decide because, as matter of law, the defendants would not be liable. The court thus permitted no evidence to be introduced. We think this was error, because the facts set forth in the opening statement, if proved and not rebutted by defendants, made out, under the legal principles hereinafter set forth, a case upon the basis of which the jury, though not required to do so, validly could have reached the conclusion that Gichner was negligent and that such negligence was a proximate cause of the accident to Mrs. Hanna. If so, for reasons hereinafter stated, a case for jury consideration was also stated against the defendant Fletcher, the landlord.

The opening statement represented that plaintiffs would prove, in addition to their tenancy, the following facts. In 1942 the cast iron front steps were in a general state of disrepair. The railing on the right as one faces the house had fallen down. Plaintiffs requested the landlord to have the steps repaired. The landlord undertook to do 'so. She engaged Gichner, an iron contractor, to repair the steps “as necessary.” This Gichner undertook to do. Because of the allegedly negligent manner in which Gichner made the repairs, as plaintiffs offered to prove, Mrs. Hanna was caused a fall when, in descending the stairs, she leaned upon the rail and it gave wayj The steps were cast iron and descended from the front of the house to the sidewalk, crossing over a basement areaway between the wall of the house and the sidewalk. Railings were located on each side of the steps to prevent those using the steps.from falling into the areaway. These railings were iron pipes running diagonally from newel posts on the top step to other newel steps on the bottom step. The railings were fitted into collars and were thereby affixed to the newel posts. The newel posts did not support the railings or take the stress of forces applied against the railings. The newel posts were hollow. An anchor rod passed down through the newel posts, pierced the surface on which the newel posts rested, and was then nutted on the under side of this surface. The anchor rod thus held the rail upright, maintaining it rigid and taking the stress and strain of forces applied to the railing. The [471]*471right hand railing collapsed in 1942 because the anchor rod holding the lower newel post had rusted through where it pierced the bottom tread. The rusting process of the rod deposited a quantity of rust on the bottom tread under the flange of the newel post. When the railing gave way it was torn from its collar on the upper newel, breaking the collar. At this time the steps were in a state of general disrepair; they rattled and were loose. The rear edge of the bottom tread, which should lock over its foundation, was broken off. The foundation riser under this tread did not have proper support. These two conditions caused the tread when stepped upon both to sag and to tilt forward. The sagging would cause the newel post to be pulled inward and the tilting would cause it to be pulled forward. Both actions would place a stress and strain upon the anchor rod at the point at which it was subjected to rusting.

The opening statement also described Gichner’s negligence. Gichner’s 1942 repairs consisted merely of replacing the bottom anchor rod and welding the railing into the broken upper collar. These two things were inadequate to put the steps and railing into a safe condition and failed to meet good iron construction standards. The deposit of rust from the old anchor rod was not removed. The newel post was re-erected upon it. This deprived the post of a steady base, and, more important, prevented the flange of the newel post from gaining a tight seat against the tread. 'The flange was held away from the tread ,by the presence of the rust. This rust and the fracture of the old rod were a warning that any anchor rod in the lower right newel was subject to attack from .a drainage of rain and melting ice and snow. Rust deposits are themselves absorbent. By failing to remove the rust deposit, Gichner allowed an open seam to remain between flange and tread. This permitted future drainage to attack the rod within, and the absorbent quality •of the rust assured that for a considerable period of time the anchor rod would be encased in a wet bandage.

Plaintiffs offered to prove further that good iron repair techniques would call for the removal of the old rust deposit by chipping or scraping, which would have afforded the newel a firm tight seat on the tread. Whatever seam remained should then have been caulked or bead-welded so as to make the newel watertight. Instead, the new anchor rod was left open to the attack of drainage which was to lead inexorably to new rusting. Moreover, no proper foundation was provided under the bottom tread, nor was the rear edge of this tread locked. As a result the sag and tilt of the bottom step continued, thereby causing the anchor rod to be subjected to unusual and unnecessary stresses at its weakest point. Finally, when the railing was welded into its broken upper collar the hole caused by the break was not completely filled. A sizable opening remained on the upper side of the collar through which rain water could and did enter. It would be caught by the interior of the pipe railing and conducted into the lower right newel. This failure to seal the opening permitted the railing to act as a conduit of water into the newel which held the sensitive anchor rod. These inadequacies of repair, by permitting the processes of oxidation to waste the substance of the new anchor rod so that it rusted through at the very place of the old break, led to the fall of the plaintiff Helen Hanna on May 2, 1949.

The opening statement charged that the defendant Gichner by reason of the shortcomings of its repairs created an inherently dangerous condition which was not apparent to the untrained and which imperiled the safety of those having occasion to use the railing in reliance upon its strength and security. The defendant Fletcher, the landlord, was charged with liability for creating an unsafe condition upon leased premises.

I. We are faced initially with the problem of the statute of limitations. [472]*472The applicable provision of our Code prescribes the period of limitations as,

“* * three years from the time when the right to maintain any such action shall have accrued. * * * ” § 12-201, D.C.Code 1951.

Defendants contend under this provision that the three years began to run in .1942 when the repairs were made, and since the suit was not filed until December 28, 1950, it was barred.

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

Related

Matiella v. Murdock Street LLC
District of Columbia, 2023
Sumsion v. J. Lyne Roberts & Sons, Inc.
2019 UT 14 (Utah Supreme Court, 2019)
Seed Company Limited v. Westerman
District of Columbia, 2014
Seed Co. v. Westerman
62 F. Supp. 3d 56 (District of Columbia, 2014)
Souci v. William C. Smith & Co.
763 A.2d 96 (District of Columbia Court of Appeals, 2000)
Tallman v. City of Hurricane
1999 UT 55 (Utah Supreme Court, 1999)
Suneson v. Holloway Construction Co.
992 S.W.2d 79 (Supreme Court of Arkansas, 1999)
Gaetan v. Weber
729 A.2d 895 (District of Columbia Court of Appeals, 1999)
Pickens v. Tulsa Metropolitan Ministry
1997 OK 152 (Supreme Court of Oklahoma, 1997)
de Los Rios v. Nationsbank, N.A.
911 F. Supp. 8 (District of Columbia, 1995)
Pierce v. ALSC Architects, P.S.
890 P.2d 1254 (Montana Supreme Court, 1995)
Lynch v. Norton Construction, Inc.
861 P.2d 1095 (Wyoming Supreme Court, 1993)
Nichols v. Corntassel
852 P.2d 583 (Montana Supreme Court, 1993)
Nelson v. American National Red Cross
815 F. Supp. 501 (District of Columbia, 1993)
Farris v. Compton
802 F. Supp. 487 (District of Columbia, 1992)
Dutcher v. United States
736 F. Supp. 1142 (District of Columbia, 1990)
Horton v. Goldminer's Daughter
785 P.2d 1087 (Utah Supreme Court, 1989)
Harrington v. LaBelle's of Colorado, Inc.
765 P.2d 732 (Montana Supreme Court, 1988)

Cite This Page — Counsel Stack

Bluebook (online)
231 F.2d 469, Counsel Stack Legal Research, https://law.counselstack.com/opinion/helen-hanna-cicero-hanna-v-annie-c-fletcher-trustee-of-estate-of-cadc-1956.