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OSHA Instruction STD 1-3.3 CH-1 NOV 12, 1985 Directorate of Field Operations
Subject: Building Anchors Used for Intermittent Stabilization of a
Suspended Powered Platform in Window Washing Operations and Light Building
Maintenance
A. Purpose. This instruction provides guidance to ensure appropriate
enforcement of certain requirements pertaining to powered platforms for
exterior straight face building maintenance. This instruction does not apply
to construction nor two-point suspension scaffolds used in general industry.
Requirements for scaffolds used in construction are contained in 29 CFR
1926.451, and general industry application of two-point scaffolds are
contained in 29 CFR 1910.28.
B. Scope. This instruction applies OSHA-wide.
C. Reference. OSHA Instruction CPL 2.45A, April 18, 1983.
D. Action. OSHA Regional Administrators/Area Directors shall ensure that
the guidelines in this instruction are adhered to in complying with 29 CFR
1910.66(b)(3), Powered Platforms for Exterior Building Maintenance.
E. Federal Program Change. This instruction describes a Federal program
change which affects State programs. Each Regional Administrator shall:
1. Ensure that this change is forwarded to each State designee.
OSHA Instruction STD 1-3.3 NOV 1, 1982 Office of Compliance Programming
2. Explain the technical content of the change to the State
designee as requested.
3. Ensure that State designees are asked to acknowledge receipt of
this Federal program change in writing, within 30 days of notification, to
the Regional Administrator. This acknowledgment should include a description
either of the State's plan to implement the change or of the reasons why the
change should not apply to that State.
4. Review policies, instructions and guidelines issued by the
State to determine that this change has been communicated to State program
personnel. Routine monitoring activities (accompanied inspections and case
file reviews) shall also be used to determine if this change has been
implemented in actual performance.
F. Guidelines.
1. Intermittent Tie-in Stabilization System. The building anchor
system will be installed as described herein.
a. The building anchors will be located in vertical rows, with
an attachment of maximum elevation at every third floor (approximately 45
feet) and spaced horizontally to allow a stabilization attachment for each of
the two platform suspension wire ropes. The minimum tensile strength of the
anchor bolt shall be 600 pounds.
b. As the suspended platform descends past the elevation of
each anchorage, each of the two platform occupants will secure a "quick
connect - quick disconnect stabilizer-tie" between a suspension wire rope and
a building anchor. Each stabilizer-tie will contain an adjustable lanyard to
allow positioning each suspension wire rope vertically at a predetermined
angulation that will provide at least 10 pounds of pressure against the
building at the lowest point of the tie-in span. The process will be
repeated as each elevation of tie-in anchorage is reached during the descent
of the platform.
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OSHA Instruction STD 1-3.3 NOV 1, 1982 Office of Compliance Programming
c. This process will be reversed, that is, the stabilizers will
be removed as each elevation of the stabilization tie-ins is reached as the
platform ascends. Said removal is ensured in that the platform will be
provided with electrical interlocks to interrupt power to its hoists in the
event either interlock contacts a stabilizer during the ascent of the
platform.
d. The intermittent stabilization system including its building
anchor shall have a safety factor of 4 and the suspension wire ropes shall
have a safety factor of 10 against failure.
e. The engineering analysis documented by a professional
engineer will substantiate the method of intermittent stabilization for a
suspended powered platform system. Further, such design and method shall
provide a condition for employment that will be as safe and healthful as
required by the referenced standard.
(1) Platform. The platform will be provided with a taut
5/16-inch diameter horizontal galvanized wire rope static line secured to a
structural member at both ends of the platform and at the mid-point of the
rear guardrail system so that each section of the wire rope static line acts
as an independent wire rope lifeline to support either operator in case of a
suspension rope failure. The configuration of the attachment must be such
that the combined loads of two persons will not be exerted on any attachment
at the same time in an emergency. The structural member for the attachment
must sustain at least a static load of 4,000 pounds.
(a) This powered platform (scaffold) must not be used
during any period of wind velocity above twenty-five (25) miles per hour. An
instrument which will accurately measure wind velocity shall be located on
the roof of the building.
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OSHA Instruction STD 1-3.3 NOV 1, 1982 Office of Compliance Programming
(b) The suspension rope angulation shall be designed into
the suspension system and the tie-in lanyard so that the platform shall exert
a minimum force of approximately 10 pounds against the face of the
building.
(c) The platform floor shall have openings or gaps to
facilitate upward air flow.
(d) The platform shall be no greater than 32 feet in length
nor 3 feet in width.
(e) The platform shall also be equipped with building face
rollers.
(f) The platform shall be provided with a sensing device
that will interrupt its power supply in the event that the platform contacts
the tie-in lanyard assembly, to prevent further ascent and ensure that the
lanyard assembly can be disengaged from the building
anchor.
(2) Safety Monitor. The employer shall designate a safety
monitor capable of identifying and correcting hazards associated with the
intermittent tie-in system for powered platforms.
(a) The individual designated to be a monitor may be a
supervisor or a coworker engaged in the performance of work on the powered
platform. The monitor must be trained and capable of identifying existing
and predictable conditions and actions, which are hazardous to employees
utilizing the intermittent tie-in system. These hazardous conditions may
involve platform and auxiliary equipment, building anchors, anemometer,
personal protective equipment, electrical systems and
communications.
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OSHA Instruction STD 1-3.3 NOV 1, 1982 Office of Compliance Programming
Employee actions that must be monitored are adherence to
established procedures, use of personal protective equipment and radio
communications with building management personnel.
(b) The monitor will warn employees of hazardous conditions
and unsafe actions on a roof or a powered platform, when it appears to the
monitor that they are unaware of a hazard or are acting in an unsafe
manner.
(c) The monitor must be authorized to take prompt
corrective action in eliminating hazardous conditions. The monitor must
then report to the employer any hazardous conditions which were observed and
corrected; and submit recommendations to the employer for any condition which
needs future correction.
(d) The monitor must be able to observe employees and be
close enough to verbally communicate with them.
(3) Personal Protective Equipment. Each employee on the
working platform of powered platforms shall be provided with personal
protective equipment as follows:
(a) A body harness with a short lanyard and an automatic
locking grab attached to a horizontal static line on the working platform.
The locking grab must have a minimum breaking strength of 4,000
pounds.
1 The body harness, the lanyard and other
components, including fastening means and anchorages to the working platform,
shall have a minimum breaking strength of 4,000
pounds.
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OSHA Instruction STD 1-3.3 NOV 1, 1982 Office of Compliance Programming
2 The attachment to the static line on the platform
must have a breaking strength of 4,000 pounds suitable for one
person.
(b) Fastening devices on the lanyard shall be of the
self-closing tapes equipped with a double locking device to prevent
accidental opening of the fastening device.
2. Employee Training. Operators of powered platforms shall have
the knowledge and training to operate equipment in accordance with
manufacturer's recommendations and to perform all operations of the
intermittent stabilization system.
3. Additional Employer Responsibilities. The employer shall
comply with all provisions contained in this instruction and with all other
applicable provisions of 29 CFR 1910.66, such as requirements for emergency
communications, maintenance inspections and tests, etc.
4. Procedures. The employer shall ensure that all procedures
required for the proper and safe functioning of the intermittent
stabilization system are carried out.
G. Background. In many high-rise buildings constructed Prior to passage of
the Occupational Safety and Health Act of 1970, building face guiding members
were not installed for powered platforms intended to be used for exterior
building maintenance, which included window washing. In addition, some newly
constructed buildings, because of the design, types of materials used for
exterior walls and the aesthetics, are not constructed with building face
guiding members. In situations where it is not practical to install the
building face guides as required in 29 CFR 1910.66(b)(3), powered platforms
installed and used in a safe manner as described in this instruction will
provide an alternative safe system.
Thorne C. Auchter Assistant Secretary
DISTRIBUTION: National, Regional and Area Offices All Compliance Officers
NIOSH Regional Program Directors State Designees
OSHA Instruction STD 1-3.3 CH-1 NOV 12, 1985 Directorate of Field Operations
Subject: Page Change for OSHA Instruction STD 1-3.3
A. Purpose. This instruction transmits a page change to OSHA Instruction
STD 1-3.3, November 1, 1982.
B. Scope. This instruction applies OSHA-wide.
C. Action. Replace pages 1 and 2 of OSHA Instruction STD 1-3.3, November
1, 1982, with the attached new pages. File this transmittal page after the
signature page of the instruction.
D. Explanation. The reference to OSHA Instruction CPL 2.11A has been
changed to the Field Operations Manual (FOM), OSHA Instruction CPL 2.45A.
The guidelines on de minimis violations were incorporated into the FOM
thereby canceling OSHA Instruction CPL 2.11A in an OSHA Notice CPL 2 which
was issued on April 11, 1983. This instruction does not apply to two-point
suspension scaffolds which are appropriately covered in the General Industry
standard, 29 CFR 1910.28.
Patrick R. Tyson Acting Assistant Secretary
DISTRIBUTION: National, Regional and Area Offices
Compliance Officers State Designees 7(c)(1) Project Managers
NIOSH Regional Program Directors
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