R 408.10562
R 408.10562 Intermittent stabilization systems.
Cite as Mich. Admin. Code R 408.10562
Rule 562. (1) An intermittent stabilization system shall keep equipment in
continuous contact with the building facade and shall prevent sudden horizontal
movement of the platform. The system may be used together with continuous positive
building guide systems that use tie-in guides on the same building if the requirements
for each system are met.
(2) The maximum vertical interval between building anchors shall be 3 floors or
50 feet (15.3 m), whichever is less.
(3) Building anchors shall be located vertically so that attachments of the
stabilizer ties will not cause the platform suspension ropes to angulate the platform
horizontally across the face of the building. The anchors shall be positioned
horizontally on the building face so as to be symmetrical about the platform suspension
ropes.
(4) Building anchors shall be visible to employees and shall allow a stabilizer tie
attachment for each of the platform suspension ropes at each vertical interval. If
more than 2 suspension ropes are used on a platform, only the 2 building-side
suspension ropes at the platform ends shall require a stabilizer attachment.
(5) Building anchors that extend beyond the face of the building shall be free of
sharp edges or points. Where cables, suspension wire ropes, and lifelines may be in
contact with the building face, external building anchors shall not interfere with their
handling or operation.
(6) The intermittent stabilization system building anchors and components
shall be capable of sustaining, without failure, not less than 4 times the maximum
anticipated load applied or transmitted to the components and anchors. If 2
anchors share the wind load, the minimum design wind load for each anchor shall be
300 pounds (1334 n).
(7) The building anchors and stabilizer ties shall be capable of sustaining
anticipated horizontal and vertical loads from winds specified for roof storage design
which may act on the platform and wire ropes if the platform is stranded on a building
face. If the building anchors have different spacing than the suspension wire rope or
if the building requires different suspension spacings on 1 platform, 1 building
anchor and stabilizer tie shall be capable of sustaining the wind loads.
(8) A powered platform shall be suspended by 2 or more cables. Where 2 cables
are used, each employee on the work platform shall use a safety harness and lanyard
that is attached to an individual lifeline. The lifeline shall be secured to the
building structure and shall be independent of any cable and structures that support
the powered platform.
(9) When normal voice communication cannot be understood, a powered
platform shall be equipped with a 2-way voice communication system between the
operator and persons who are stationed at a supervised location in the vicinity or within
the building being serviced. The communication system shall be operative and shall be
tended at all times.
(10) Where thrustouts are used in place of a roof car, they shall be anchored to
the building structure with fasteners that are capable of sustaining the imposed load.