UNITED STATES OF AMERICA
OCCUPATIONAL SAFETY AND HEALTH REVIEW COMMISSION
SECRETARY
OF LABOR, |
|
Complainant, |
|
v. |
OSHRC
DOCKET NO. 76-3944 |
RODNEY
E. FOSSETT d/b/a SOUTHERN LIGHTWEIGHT CONCRETE CO., |
|
Respondent. |
|
October 29, 1979
DECISION
Before CLEARY, Chairman; BARNAKO and COTTINE, Commissioners.
BY THE COMMISSION:
A
decision of Administrative Law Judge Dee C. Blythe is before the Commission for
review pursuant to § 12(j) of the Occupational Safety and Health Act of 1970,
29 U.S.C. §§ 651–678 (‘the Act’). The issues in this case are whether the judge
properly amended sua sponte the standard alleged to be violated in the citation
and complaint from 29 C.F.R. § 1926.451(a)(12)[1] to 29 C.F.R. § 451(a)(14)[2] and whether the judge
properly affirmed the alleged violation of 29 C.F.R. § 1926.451(a)(13).[3]
Respondent
is a contractor that was engaged in the application of stucco to the exterior
surface of a building in an apartment complex located in Amarillo, Texas.
During an inspection by an OSHA compliance officer, two of respondent’s
employees were working atop a tubular scaffold at a height of twelve feet. The
working surface of the scaffold consisted of three planks, each two feet by
twelve feet, laid across metal supports. The planks extended beyond the ends of
the supports in lengths varying from zero inches to eight inches. The employees
reached the working surface of the scaffold by climbing up horizontal members
of the tubular side braces. These ‘rungs’ were spaced vertically at intervals
of approximately twenty to twenty-two inches; each was six to eight inches
long. Fossett was charged with a violation of § 1926.451(a)(12) because the
planks did not overlap twelve inches and a violation of § 1926.451(a)(13) for
failure to have an access ladder or equivalent safe access to the scaffold.[4]
In
his answer, Fossett, who has represented himself throughout these proceedings,
denied that he violated § 1926.451(a)(12), saying that ‘it is impossible for
this violation to exist since only one stand of scaffold is used.’ After the
facts pertaining to the scaffold planks were established at the hearing,
Fossett questioned the compliance officer on this issue. The compliance officer
indicated that Fossett violated the standard because the planks did not extend
at least twelve inches over their end supports. Fossett then indicated his belief
that the standard only applied to a situation in which boards overlap other
boards on adjacent scaffold supports. The judge mentioned the possible
applicability of § 1926.451(a)(14), at which point Fossett stated ‘[t]hat’s the
one I was getting at with Mr. Sayers (the compliance officer).’ Upon
questioning by the judge, the compliance officer then stated § 1926.451(a)(14)
was the standard he was ‘trying to apply.’
In
his decision, Judge Blythe amended the citation to allege a violation of § 1926.451(a)(14).
The judge noted that Fossett was fully aware of the applicability of § 1926.451(a)(14)
and that the issue of a violation of that standard was fully litigated without
objection. Although the Secretary had not moved for an amendment, the judge sua
sponte amended the citation pursuant to Rule 15(b) of the Federal Rules of
Civil Procedure.[5]
He then concluded that Fossett violated § 1926.451(a)(14) since one plank was
flush with the end supports.
On
review, Fossett contends that the judge’s amendment of the citation was
improper. Although not disputing that his scaffold failed to comply with §
1926.451(a)(14), Fossett asserts that, by amending the citation on his own
motion, the judge demonstrated that he was prejudiced against Fossett and
denied him a fair and impartial hearing.[6] Fossett thus asks that all
of the violations that the judge found be set aside.
We
conclude that the judge’s action was proper. It is clear from the testimony of
the compliance officer that the citation was directed to failure of the planks
to extend over the end supports. It is equally clear that the standard
applicable to this condition is § 1926.451(a)(14), rather than §
1926.451(a)(12).
It is
well established that administrative pleadings are liberally construed and
easily amended. McLean-Behm Steel Erectors, Inc., 78 OSAHRC 93/A9, 6 BNA
OSHC 2081, 1978 CCH OSHD ¶ 23,139 (No. 15582, 1978), petition for review
filed, No. 79–1073 (5th Cir. Jan. 9, 1979); Usery v. Marquette Cement
Mfg. Co., 568 F.2d 902 (2d Cir. 1977); National Realty and Construction
Co., Inc. v. OSHRC, 489 F.2d 1257 (D.C. Cir. 1973). Rule 15(b) of the
Federal Rules of Civil Procedure permits amendment of the pleadings to conform
to the evidence when the parties have expressly or impliedly consented to the
trial of the unpleaded issues. Rule 15(b) is made applicable to Commission
proceedings by 29 C.F.R. § 2200.2(b).[7] Inasmuch as neither party
expressly consented to the trial of the alleged § 1926.451(a)(14) violation, it
is necessary to resolve whether the parties impliedly consented to litigation
of that charge.
Two
factors that give rise to a finding of implied consent are the failure of the
parties to object to introduction of evidence concerning the unpleaded issue
and the introduction of evidence relevant to the unpleaded issue by the party
opposing the amendment. Southwestern Bell Telephone Company, 78 OSAHRC
100/D8, 6 BNA OSHC 2130, 1978 CCH OSHD ¶ 23,187 (No. 14761, 1978). In this
case, we note that at the hearing, Fossett specifically referred to the applicability
of § 1926.451(a)(14). Moreover, Fossett introduced evidence regarding the
dimensions of the scaffold and planks and the amount by which the planks
overlapped the end supports. Fossett did not object to the evidence adduced by
the Secretary pertaining to the size of the planks, the spacing, and the
overlapping. The issue of how far the planks overlapped the end supports of the
scaffold was not relevant to the original charge. Thus, the respondent was on
notice that issues pertinent to the unpleaded standard were being tried and he
had an opportunity to present any defenses to the unpleaded charge. Bill C.
Carroll Co., OSAHRC Docket No. 76–2748 (——, 1979). Fossett has not
requested leave to present additional evidence relating to the amended allegation.
Accordingly, the issue of whether the respondent was in violation of § 1926.451(a)(14)
was tried by consent and the amendment of the pleadings to charge a violation
of that standard was proper.[8] In its petition for
discretionary review, Fossett asserts that his failure to object to the
amendment resulted from his ignorance that the original allegation was being
amended. In this case, however, Fossett introduced the issue of the
inapplicability of the cited standard, and the evidence adduced by the parties
was relevant only to the unpleaded charge. The respondent failed to object when
the Secretary introduced evidence pertinent to the unpleaded issue. The
respondent was on notice of the applicability of the amended charge and had a
full opportunity to litigate that issue. On the basis of Fossett’s notice and
opportunity to be heard, we conclude that the respondent cannot claim prejudice
on the ground that he was unaware that the pleadings were being amended.
The
judge also concluded that the scaffold rungs were not an access ladder or
equivalent safe access within the meaning of § 1926.451(a)(13), and found
Fossett in violation of that standard. On review Fossett contends that the
scaffold rungs constituted an access ladder or equivalent safe access and asks
that the citation be vacated. We have consistently held that a scaffold frame
does not provide equivalent safe access for the purpose of satisfying the
requirements of § 1926.451(a)(13) if the means of access provided by the frame
does not comport with the requirements of the ANSI specifications incorporated
into § 1926.450(a)(5), the standard for fixed ladders.[9] Rust Engineering
Company, 77 OSAHRC 37/C8, 5 BNA OSHC 1183, 1977–78 CCH OSHD ¶ 21,693 (No.
12200, 1977); Charles H. Tompkins, 77 OAHRC 197/D1, 6 BNA OSHC 1045,
1977–78 CCH OSHD ¶ 22,337 (No. 15428, 1977). Fossett’s scaffold did not meet
these requirements.[10] Accordingly, we affirm
the violation. However, in light of the slight variances from the standard’s
requirements,[11]
the nearly-uniform configuration of the scaffold braces and the reasonably safe
access provided by their use, we conclude that the violative condition does not
have a direct and immediate relationship to safety and health. Accordingly, we
conclude that the violation is de minimis in nature. Ray Boyd Plaster and
Tile, Inc., 78 OSAHRC 47/D8, 6 BNA OSHC 1648, 1978 CCH OSHD ¶ 22,794 (No.
76–814, 1978) appeal dismissed, No. 78–2666 (5th Cir. Sept. 29, 1978); Perini
Corporation, 77 OSAHRC 65/A2, 5 BNA OSHC 1343, 1977–78 CCH OSHD ¶ 21,790
(No. 12589, 1977); Rust Engineering Company, supra; Charles H. Tompkins,
supra.
The
judge assessed a $300 penalty for Fossett’s violation of five separate
standards, without apportioning the penalty among the various allegations of
the citation.[12]
He based the penalty assessment on the criteria set forth in section 17(j) of
the Act, 29 U.S.C. 666(i). We find the assessed penalty to be appropriate and
would not reduce it because we conclude that the violation of § 1926.451(a)(13)
is de minimis. Our finding that the ladder violation is de minimis does not
significantly reduce the overall gravity of the hazards encompassed in the
citation. Moreover, the judge indicated that the ladder violation alone would
be nonserious or de minimis, indicating that he gave it little weight in his
penalty assessment.
Accordingly,
we modify the judge’s decision to find that the violation of § 1926.451(a)(13)
is de minimis, yet affirm the penalty of $300 as assessed. As so modified, the
judge’s decision is affirmed.
FOR THE COMMISSION:
Ray H. Darling, Jr.
Executive Secretary
DATED: OCT 29, 1979
BARNAKO, Commissioner, concurring:
I
agree that the judge properly amended the citation to find Fossett in violation
of 29 C.F.R. § 1926.451(a)(14), but my reasons for reaching this conclusion
differ from those set forth by my colleagues. In all other respects, I agree
with their opinion.
Rodney
Fossett was cited for a violation of 29 C.F.R. § 1926.451(a)(12)[13] because ‘all planking on
platforms did not lap a minimum of twelve inches.’ Although the cited standard
requires each plank to overlap the adjacent plank by a minimum of 12 inches,
the evidence at hearing was directed toward establishing that the planking did
not extend beyond the end supports of the scaffold by 12 inches. Following a
hearing, the judge issued a decision amending the pleadings, pursuant to Fed.
R. Civ. P. 15(b), to allege a violation of § 1926.451(a)(14), which requires
all scaffold planks to extend over their end supports not less than six inches
nor more than 12 inches. He further found Rodney Fossett to have violated this
provision.
I
agree that amendment is proper pursuant to Fed. R. Civ. P. 15(b) in that the
parties impliedly consented to trial of the § 1926.451(a)(14) charge. In McLean-Behm
Steel Erectors, Inc., 78 OSAHRC 93/A9, 6 BNA OSHC 2081, 1978 CCH OSHD ¶ 23,139
(No. 15582, 1978) (dissenting opinion) appeal docketed, No. 79–1073 (5th
Cir., Jan. 9, 1979), I stated that I would find implied consent for amendment
pursuant to Fed. R. Civ. P. 15(b) only where the parties squarely recognized
that an unpleaded issue was being tried.
In
the instant case, both parties recognized that Rodney Fossett’s alleged
violation of § 1926.451(a)(14) was an issue in the case. From the
beginning of the hearing the evidence was directed toward the failure of the
planks to extend beyond the end supports—evidence which was not relevant to the
§ 1926.451(a)(12) allegation. Moreover, the compliance officer admitted that §
1926.451(a)(14) applied and further testified that under that standard 12
inches is the maximum distance by which planks can extend beyond a scaffold’s
end supports. He additionally indicated that the scaffold planks must extend at
least 6 inches over the end supports and that one plank on Rodney Fossett’s
scaffold was less than 6 inches. The testimony of the compliance officer thus
placed Rodney Fossett on notice that § 1926.451(a)(14) was an issue in the
case. Indeed Rodney Fossett apparently had no doubt that § 1926.451(a)(14) was
applicable since he stated that § 1926.451(a)(12) applies where ‘boards overlap
other boards’ and that § 1926.451(a)(14) was the standard ‘I was getting
at [in questioning the compliance officer].’ Accordingly, I would conclude that
Rodney Fossett’s alleged violation of § 1926.451(a)(14) was tried by implied
consent and amend the pleadings to allege a violation of § 1926.451(a)(14).
UNITED STATES OF AMERICA
OCCUPATIONAL SAFETY AND HEALTH REVIEW COMMISSION
SECRETARY
OF LABOR, |
|
Complainant, |
|
v. |
OSHRC
DOCKET NO. 76-3944 |
RODNEY
E. FOSSETT d/b/a SOUTHERN LIGHTWEIGHT CONCRETE CO., |
|
Respondent. |
|
DECISION AND ORDER
Appearances:
Robert E. Luxen, Esq., of Dallas, Texas,
for Complainant.
Rodney E. Fossett, of El Paso, Texas, pro
se.
STATEMENT OF THE CASE
This
is a proceeding brought before the Occupational Safety and Health Review
Commission (‘the Commission’) pursuant to § 10 of the Occupational Safety and
Health Act of 1970, 29 U.S.C. § 651 et seq. (‘the Act’), contesting a citation
issued by complainant, the Secretary of Labor (‘the Secretary’), to the
respondent, Rodney E. Fossett, doing business as Southern Lightweight Concrete
Company,[14]
under the authority vested in the Secretary by § 9(a) of the Act. As the result
of an inspection conducted on August 17, 1976, by the Secretary’s compliance
officer of a housing construction site at 4701 Western Avenue, Amarillo, Texas,
on which respondent was a subcontractor, one citation was issued to respondent
on September 3, 1976, alleging serious violation of § 5(a)(2) of the Act by his
failing to comply with 29 CFR Part 1926, §§ 451(a)(4), (12), (13), (15) and
(20), for which a single penalty was proposed. Respondent did not contest item
1A, alleging a violation of § 451(a)(4), but did timely contest the remaining
items. Thereafter a complaint was filed with the Review Commission on September
28, 1976. On October 29, 1976, the Secretary filed a motion to affirm the
citation and proposed penalty on the ground that respondent had failed timely
to answer the complaint. By letter dated November 10, 1976, respondent
attributed this failure to oversight and again requested a hearing. The
Secretary abandoned his motion at the hearing (Tr. 4), hence the letter of
November 10th is considered an answer to the complaint.[15]
JURISDICTION AND ISSUES
Respondent
at the hearing admitted facts establishing jurisdiction, including that he uses
materials and equipment in the state of Texas originating outside that state
and that he is an employer engaged in business affecting commerce who has
employees within the meaning of § 3 (5) of the Act (Tr. 6, 7). The issues
remaining to be determined are:
1.
Whether the alleged violations may be grouped into one ‘serious’ citation.
2.
Whether respondent on August 17, 1976, was in violation of 29 CFR
1926.451(a)(12).
3.
Whether on said date respondent was in violation of 29 CFR 1926.451(a)(13).
4.
Whether on said date respondent was in violation of 29 CFR 1926.451(a)(15).
5.
Whether on said date respondent was in violation of 29 CFR 1926.451(a)(20).
6.
The appropriate penalty, if any, to be assessed for any violations found.
The
grouping of the alleged violations.
Respondent’s
principal contention seems to be that the five alleged violations should not
have been grouped in one ‘serious’ citation. Grouping of multiple nonserious
violations in one serious citation has been held permissible by the Commission
when the violations are related. Secretary v. Harold A. Simpson &
Associates Development Co. apparent that the citation should have Docket No.
5572, December 13 1976, OSAHRC Reports 76/144/A2, CCH OSHD ¶ 21,353; Secretary
v. CTM, Inc., Docket No. 5106, July 21, 1976, OSAHRC Reports 76/87/D11, CHH
OSHD ¶ 20,912. Here, as will be seen, at least three of the five alleged
violations were ‘serious’ within the meaning of § 17(k) of the Act, so it
actually was to respondent’s benefit that they were combined, or grouped, into
one serious citation, with a single proposed penalty no larger than usually is
proposed for each serious violation. Four of the alleged violations involved
the same scaffold, so they certainly were related. The fifth involved a
different scaffold, but it was sufficiently related to the other scaffolding
violations to be grouped therewith.
The
planking ‘overlap’ citation.
Item
1B alleges a violation of 29 CFR 1926.451(a)(12) in that the planking of the
platform of a scaffold on the west end of building #18 ‘was not overlapped a
minimum of 12 inches, or secured from movement.’
The
cited standard provides:
‘All planking of platforms shall was
exacerbated by excessive vibration (minimum 12 inches), or secured from
movement.’
The
scaffold in question was of the tube and coupler type, with two sections
stacked vertically, topped by a platform consisting of three 2‘ x 12‘ planks
which extended past the end support distances varying from zero to about 8
inches (Tr. 18). The Secretary interprets the cited standard as requiring the
planks to ‘overlap’ the end supports a minimum of 12 inches but this is not the
meaning of ‘overlap,’ which refers to endwise overlapping where planks are
shorter than the platform. It is apparent that the citation should have alleged
a violation of 29 CFR 1926.451(a)(14), which provides:
Scaffold planks shall extend over their
end supports not less than 6 inches nor more than 12 inches.
The
applicability of the latter standard was brought out at the hearing (Tr. 43),
yet the Secretary has not moved to amend the citation and complaint. Since the
matter was fully litigated without objection (and respondent indicated he was
aware of § 451(a)(14)’s applicability), such an amendment may be (and is) made
by the Judge sua sponte under Rule 15(b) of the Federal Rules of Civil
Procedure.[16]
Secretary v. Carr Erectors, Inc., Docket No. 7247, January 21, 1977, CCH
OSHD ¶ 21,471.
Under
§ 451(a)(14), the planks should have projected at least six inches but not more
than 12 inches beyond the end supports. Only one of the planks (which was flush
with the end supports) failed to meet this standard, the other being within the
tolerance. It was possible for that one plank to have shifted or ‘walked’ due
to the movement of employees on the platform, and this possibility was
exacerbated by excessive vibration noted by the compliance officer due in part
to an employee’s jumping to the platform from a rooftop a few feet higher than
the platform (Tr. 13, 14, 16, 25). Further, there was a gap of 10 or 12 inches
between this plank and the next one (Tr. 18: Exh. C 1 and 2), and this would
facilitate movement of the plank. Two of respondent’s employees were on the
scaffold (Tr. 70), and they were exposed to a fall of 12 feet (Tr. 13) onto a
dirt surface from which there was a substantial probability of resulting
serious physical harm (Tr. 14). The violation was clearly visible and could
have been known to respondent with reasonable diligence. It meets the criteria
of § 17(k) of the Act[17] for a serious violation.
The
‘access ladder’ citation.
Item
1C alleges a violation of 29 CFR 1926.451(a)(13) in that ‘[a]n access ladder or
equivalent safe access . . . was not provided’ for the same scaffold involved
in item 1B. The cited standard requires that ‘[a]n access ladder or equivalent
safe access shall be provided.’
Access
to the scaffold was by means of braces welded to each corner post. Each brace
consisted of a metal tube joined to its post near the bottom and tapering
outward to about eight inches from it at the top, with the two being joined at
intervals of about 20 to 22 inches by horizontal metal tubes which served as
ladder rungs (Tr. 19 24). These braces do not meet the requirements of 29 CFR
1926.450(a)(6) and the ANSI standards adopted thereby for fixed ladders, with
regard to minimum length of rung (16 inches under § 4.1.3 of ANSI 14.3 1956)
and distance between rungs (not to exceed 12 inches under § 4.1.2 of the same
standard). Also, the brace projected only 4 to 6 inches above the platform on
top of the scaffold, whereas 29 CFR 1926.450(a)(9) requires an extension of 36
inches above the landing (or grab rails).
Of
course, respondent is not cited for violating these specific ladder standards,
but resort may be had to them to determine what constitutes ‘an access ladder
or equivalent safe access.’ When confronted with a similar situation in Secretary
v. Ringland-Johnson, Inc., Docket No. 3028, June 16, 1976, OSAHRC Reports
76/63/A2, CCH OSHD ¶20,801, affirmed, Ringland-Johnson, Inc. v. OSHRC,
8th Cir., Docket No. 76 1687, March 23, 1977, the Commission unanimously held
that § 451(a)(13) was violated. This decision is controlling. See also Secretary
v. Rust Engineering Co., Docket No. 12200, March 28, 1977.
This
violation by itself would be nonserious (or de minimis), as held in Rust
Engineering), but, as previously discussed, it is properly grouped with
other scaffolding violations in a serious citation.
The
scaffold bracing citation.
Item
1D alleges, with regard to the same scaffold involved in items 1B and 1C,
‘Upright members . . . were not securely and rigidly braced to prevent swaying
and displacement,’ in violation of 29 CFR 1926.451(a)(15), a general
requirement for all scaffolds, which provides,
The poles, legs, or uprights of scaffolds
shall be plumb, and securely and rigidly braced to prevent swaying and
displacement.
According
to the compliance officer, the scaffold vibrated and swayed due in part to
looseness of crossbraces which were fastened with bolts and wingnuts that were
not properly tightened. He opined that lockwashers would have helped keep them
tight, that some instability was inherent in the short (6 foot) length of the
scaffold, and that it would have helped if the scaffold were placed closer to
or tied to the building (Tr. 25 29).
There
is a specific standard pertaining to tube and coupler scaffolds and to the
latter point; 29 CFR 1926.451(c)(12) provides, ‘The entire scaffold shall be
tied to and securely braced against the building at intervals not to exceed 30
feet horizontally and 26 feet vertically.’ An identical requirement for tubular
welded frame scaffolds is codified at 29 CFR 1926.451(d)(7) and has been
interpreted as meaning that any such scaffolds should be tied to and braced
against the building (not that it must exceed 30 feet horizontally or 26 feet
vertically for these requirements to apply). Secretary v. Ray Lien d/b/a Ray
Lien Masonry Co., 3 OSAHRC 949 (1973) (Morris, J.).
There
is no proof in this case to indicate that the scaffold’s uprights were not
plumb, but there is uncontradicted evidence that the scaffold swayed. This must
be taken to mean that the uprights were not ‘securely and rigidly braced to
prevent swaying,’ as required by § 451(a)(15). Therefore, I find a violation of
this standard proved. Even though § 451(b)(12) was violated as well, it would
serve no useful purpose to amend the citation to make this addition.
Here
again, the violation standing alone probably would be classified nonserious,
but in conjunction with the other items it constitutes a serious violation.
The
‘lean-to’ scaffold citation.
Item
1E alleges that respondent used a ‘shore’ or ‘lean-to’ scaffold on the north
side of building #18 in violation of 29 CFR 1926.451(a)(20), which provides,
The use of shore or lean-to
scaffolds is prohibited’.
The
scaffold in question was 10 feet high and built of wood in a fashion similar to
a ladder and with an unguarded platform on top, measuring about 20 inches by 24
or 28 inches, on which an employee engaged in stuccoing the outside wall was
crouched (Tr. 30 36; Exh. C 3). This scaffold rested against the ground on two
legs and leaned against the building for support. It definitely was of the
lean-to type forbidden by the cited standard. Since the employee was exposed to
a 10-foot fall to hard ground on which there was some debris, this violation
standing alone would be classified as serious. Not only was there a substantial
probability of serious injury but there was also a high possibility of a fall
(Tr.35).
The
penalty issue.
The
statutory criteria[18] for assessing penalties
are the employer’s size, history of previous violations and good faith and the
gravity of the violation. Respondent, with less than 20 employees and only five
on this job (Tr. 38) is classed as a small employer. This was his first inspection,
so he had no history of previous violations. His good faith was not questioned.
The gravity of the combined violations was fairly high, and at least three
employees were exposed to fall hazards thereby. He has been found in violation
of four standards and he did not contest another item in the same citation.
After
considering all of the criteria, I am of the opinion that the proposed penalty
of $500 is excessive and that $300 is appropriate.
FINDINGS OF FACT
1.
The respondent, Rodney E. Fossett, is an individual doing business as a sole
proprietorship under the name of Southern Lightweight Concrete Company. He uses
materials and equipment moving in interstate commerce and is an employer
engaged in business affecting commerce who has employees.
2. On
August 17, 1976, respondent was engaged as a subcontractor in stucco work on a
construction site at 4701 Western Avenue, Amarillo, Texas, and on said date
said workplace was inspected by a duly authorized compliance officer of the
Occupational Safety and Health Administration.
3. At
said time and place two of respondent’s employees were exposed to the hazard of
falling 12 feet to the ground from a tube and coupler scaffold on the west end
of building #13 which had one plank in its platform which did not extend six
inches beyond the end supports; did not have an access ladder or equivalent
safe access; and the uprights of which were not securely and rigidly braced to
prevent swaying.
4. At
said time and place an employee of respondent was exposed to the hazard of a 10
foot fall to hard ground from a lean-to scaffold on the north side of said
building. Said scaffold was built of wood similarly to a ladder with an
unguarded 20‘ x 24‘ or 28‘ platform on top. It rested on two legs and leaned
against the building for support, with the employee on the platform.
5.
There was a substantial probability that an employee falling from either of
said scaffolds would suffer death or serious physical injury.
CONCLUSIONS OF LAW
On
the basis of the foregoing findings of fact, the following conclusions of law
are made:
1.
The Commission has jurisdiction of the parties and of the subject matter of
this proceeding.
2. On
August 17, 1976, respondent was in violation of 29 CFR 1926. §§ 451(a)(13),
(15), and 20).
3. On
August 17, 1976, respondent was not in violation of 29 CFR 1926.451(a)(12), and
the citation and complaint should be amended to allege in lieu thereof a
violation of 29 CFR 1926.451(a)(14) under Rule 15(b)., F.R.C.P., the matter
having been fully litigated without objection.
4.
The items included in the citation were properly grouped or combined as one
serious violation.
ORDER
On
the basis of the foregoing findings of fact and conclusions of law, it is
ORDERED that:
1.
Item 1B, as amended, for violation of 29 CFR 1926.451(a)(14), item 1C for
violation of 29 CFR 1926.451(a)(13), item 1D for violation of 29 CFR
1925.451(a)(15), and item 1E for violation of 29 CFR 1926.451(a)(20), be and
they hereby are affirmed as one serious violation, and a penalty of $300 is
assessed.[19]
2.
This proceeding be and it hereby is terminated.
DEE C. BLYTHE
ADMINISTRATIVE LAW JUDGE
Date: May 9, 1977
[1] Subpart L—Ladders
and Scaffolds.
§
1926.451 Scaffolding
(a)
General Requirements.
(12)
All planking of platforms shall be overlapped (minimum 12 inches), or secured
from movement.
[2] § 1926.451
Scaffolding
(a)
General Requirements.
(14)
Scaffold planks shall extend over their end supports not less than 6 inches nor
more than 12 inches.
[3] § 1926.451
Scaffolding
(a)
General Requirements.
(13)
An access ladder or equivalent safe access shall be provided.
[4] These two alleged
violations were included in a single citation alleging a serious violation of
five separate standards. In addition to the allegations at issue here, the citation
alleged a lack of guardrails on a scaffold (§ 1926.451(a)(4)); inadequate
bracing of the scaffold (§ 1926.451(a)(15)); and improper use of a lean-to
scaffold (§ 1926.451(a)(20)). The judge affirmed the alleged violations of §
1926.451(a)(15) and § 1926.451(a)(20). Respondent excepted to the judge’s
ruling on the alleged violation of § 1926.451(a)(15); however, review was not
directed on that or the alleged violation of § 1926.451(a)(20). Fossett did not
contest the alleged violation of § 1926.451(a)(4), and it became a final order
of the Commission pursuant to 29 U.S.C. § 659(a).
[5] Rule 15(b)
provides:
(b)
AMENDMENT TO CONFORM TO THE EVIDENCE. When issues not raised by the pleadings
are tried by express or implied consent of the parties, they shall be treated
in all respects as if they had been raised in the pleadings. Such amendment of
the pleadings as may be necessary to cause them to conform to the evidence and
to raise these issues may be made upon motion of any party at any time, even
after judgment; but failure so to amend does not affect the result of the trial
of these issues. If evidence is objected to at the trial on the ground that it
is not within the issues made by the pleadings, the court may allow the
pleadings to be amended and shall do so freely when the presentation of the
merits of the action will be subserved thereby and the objecting party fails to
satisfy the court that the admission of such evidence would prejudice him in
maintaining his action or defense upon the merits. The court may grant a
continuance to enable the objecting party to meet such evidence.
[6] In its letter
dated July 5, 1977, the respondent contends that liability based on an
unpleaded standard is tantamount to a denial of a fair and impartial hearing.
Claims of partiality based on the judge’s substantive rulings do not afford an
independent ground for review. Cf. United States v. Grinnel Corp., 384
U.S. 563, 583 (1966) (bias and prejudice are disqualifying only if they result
in an opinion on the merits on some basis other than what the judge learned
from his participation in the case).
[7] 29 C.F.R. §
2200.2(b) reads as follows:
Rule
2 Scope of Rules: applicability of Federal Rules of Civil Procedure.
(b)
In the absence of a specific provision, procedure shall be in accordance with
the Federal Rules of Civil Procedure.
[8] In the McLean-Behm
case supra, we held that where, as in this case, an amendment changes the legal
theory from that alleged in the citation, consent to the amendment will be
implied where the party opposing the amendment has not objected to the
introduction of evidence relevant to the unpleaded charge and is not prejudiced
by the amendment. In McLean-Behm, the evidence introduced was relevant
to both pleaded and unpleaded issues and, therefore, it was not clear that the
parties had notice of the trial of an unpleaded issue. Consequently, the
Commission considered whether the employer would have been able to introduce
additional evidence or present alternative defenses had the amendment been made
before or during the hearing.
[9] Fossett argues
that a ladder built into the scaffold is permissible because another standard,
§ 1926.451(c)(5), requires that manually propelled mobile scaffolds be
provided with ladders built into the scaffold. We agree that § 1926.451(a)(13)
permits the use of a built-in ladder. That, however, is not the question. The
violation here is predicated, not on the rungs being part of the scaffold
framework, but on their failure to conform to the requirements for ladders. Our
conclusion would be equally applicable to rungs built into a manually propelled
mobile scaffold that failed to conform to the requirements for ladders. Perini
Corporation, 77 OSAHRC 65/A2, 5 BNA OSHC 1343, 1977–78 CCH OSHD ¶21,790
(No. 12589, 1977).
[10] Pursuant to ANSI
A14.3–1956, Safety Requirements for Fixed Ladders, adopted by 29 CFR
1926.450(a)(5), a conforming ladder must have rungs uniformly spaced at
intervals not to exceed twelve inches (§ 4.1.2) and be a minimum of sixteen
inches in length (§ 4.1.3). The rungs here at issue were spaced approximately
twenty to twenty-two inches apart and were only six to eight inches in length.
[11] As indicated at
footnote, 7, supra, the rungs were slightly shorter than required by the
standard, were not uniformly spaced, and were spaced somewhat farther apart
than required.
[12] See footnote 4,
supra.
[13] 29 C.F.R. §
1926.451(a)(12) provides:
All
planking of platforms shall be overlapped (minimum of 12 inches), or secured
from movement.
[14] The citation was
issued to Southern Lighweight Concrete, but at the hearing it was established
that this is a sole proprietorship owned by Mr. Fossett (Tr. 3). Accordingly,
the caption is changed to its present form.
[15] This is
consistent with the Commission’s liberal interpretation of Rule 33(b)(1) of its
Rules of Procedure (requiring service of the answer within 15 days after
service of the complainant) in such situations, e.g., Secretary v. Sanitas
Cleaning Contractors, 10 OSAHRC 107 (1974); Secretary v. Superior Boat
Works, Inc., Docket No. 12463, October 4, 1976, OSAHRC Reports 76/129/G2,
CCH OSHD ¶ 21,159.
[16] Made applicable
by Rule 2(b) of the Commission’s Rules of Procedure.
[17] § 17(k).
For
purposes of this section, a serious violation shall be deemed to exist in a
place of employment if there is a substantial probability that death or serious
physical harm could result from a condition which exists, or from one or more
practices, means, methods, operations, or processes which have been adopted or
are in use, in such place of employment unless the employer did not, and could
not with the exercise of reasonable diligence, know of the presence of the
violation.
[18] Section 17(j) of
the Act.
[19] Although the penalty for item 1A is not at issue, the assessed penalty is intended to cover the entire citation since only one penalty was proposed and the fall hazard is the same for items 1A, 1B, 1C, and 1D. It is understood that no penalty has been paid for item 1A.