Current through Register Vol. 47, No. 12, March 26, 2025
(a) Tower crane erection.
(1) Every tower crane used in construction
shall be erected in accordance with the manufacturer's recommendations and
under the supervision of a competent, designated person experienced in tower
crane erection.
(2) Prior to the
erection of any tower crane the ability of the supporting system, including
slabs, foundations and the underlying soil to support the loads intended to be
imposed thereon shall be certified by a professional engineer licensed to
practice in the State of New York.
(3) Tower cranes shall be erected so that the
jibs and counterweights can swing 360 degrees without striking any building,
structure or any other object.
(4)
Prior to initial use, a newly erected tower crane shall undergo a static
overload test in the direction of least stability. Such test shall consist of
suspending a load at the rated load and at the maximum radius for a period of
at least one hour. Subsequent to such test, settlement of the equipment and
load-bearing foundation shall be within the limits specified by the tower crane
manufacturer. A written report of such test shall be kept on the job site
available for examination by the commissioner.
(b) Tower crane capacity chart. Every tower
crane shall be provided with a capacity chart which shall be posted and
maintained legible in the cab of the crane clearly visible to the operator from
his operating position. Where a remote control stand is used a duplicate of
such capacity chart shall be affixed to such control stand. Such capacity chart
shall be furnished by the manufacturer of the crane and shall include a full
and complete range of crane load ratings at all stated operating radii for each
allowable speed and for each recommended counterweight loading.
(c) Tower crane construction.
(1) Limit switches. Limit switches which
shall be sealed against unauthorized tampering shall be provided as follows:
(i) To limit trolley travel at either end of
the jib.
(ii) To limit load block
upward motion to prevent two-blocking.
(iii) To limit the load being lifted to no
more than 110 percent of the rated load upon completion of the static overload
test as specified in paragraph (a) (4) of this section
23-8.3, above.
(2) Cabs and remote control
stations.
(i) Tower crane cabs and remote
control stations for such cranes shall be protected from falling objects and
material and from the elements.
(ii) Cab windows shall be constructed of
transparent safety glazing material and shall provide clear visibility in all
directions.
(iii) Cabs and remote
control stations for tower cranes shall be heated to a temperature of at least
60 degrees Fahrenheit during cold weather whenever occupied.
(iv) Cabs and remote control stations for
tower cranes shall be adequately ventilated.
(3) Accessibility. Adequate and safe means of
access to and egress from the cabs and machinery platforms of tower cranes
shall be provided. Where it is necessary to inspect the jib attachments located
on the jib of any tower crane, a footwalk with suitable handrails shall be
provided for such inspections.
(4)
Brakes. In addition to the hoisting brakes required by this Subpart, tower
cranes shall be provided with the following:
(i) Slewing brake. Every tower crane shall be
provided with a brake having adequate holding power in either direction to
prevent movement of the jib when desired during normal crane operation. Such
brake shall be capable of being set in the holding position and kept there
without attention from the operator.
(ii) Trolley brake. The trolley of every
tower crane shall be provided with an automatic brake or device capable of
stopping movement of the trolley in case of trolley rope breakage.
(5) Electrical equipment.
(i) All electrical equipment of tower cranes
shall be grounded.
(ii) All tower
cranes shall be provided with lightning protection.
(iii) All controls of tower cranes shall be
of the deadman type.
(iv) In the
event of power failure, all tower crane brakes shall be set
automatically.
(6)
Climbing jacks. Where climbing jacks are provided for tower cranes such jacks
shall be equipped with over-pressure relief valves, pressure gages and check
valves designed to retain pressure in case of hydraulic line failure.
(7) Wind velocity device. Every tower crane
shall be provided with a device for measuring wind velocity. The sensing
portion of every such device shall be mounted on the highest point of the crane
while the readout of every such device shall be located in the cab or remote
control station of the tower crane.
(8) Counterweights. Counterweights used on
tower cranes shall be in accordance with the manufacturers' recommendations.
Counterweights shall be securely fastened to the counter jib to prevent pieces
from being accidentally dislodged.
(d) Inspection and maintenance.
(1) Tower cranes shall be inspected and
maintained in accordance with the manufacturers' recommendations.
(2) Where the mast of any tower crane runs
through floor openings in the building or other structure in which the crane is
mounted and the mast is secured by wedges or braces, such wedges or braces
shall be inspected for tightness and dislocation at least twice each working
day.
(e) Operation of
tower cranes.
(1) Operators. Tower cranes
shall be operated only by persons who are qualified in accordance with the
provisions of section
23-8.5 of this Subpart.
(2) Operation in windy conditions. Tower
cranes shall not be operated when the wind speed is at any time greater than 30
miles per hour. Tower cranes shall not be raised to new operating levels when
the wind speed exceeds 20 miles per hour.
(3) Operation without counterweight
prohibited. No tower crane shall be operated without the full amount of ballast
or counterweight in place as specified by the manufacturer or builder of the
crane or by a professional engineer licensed to practice in the State of New
York.