Current through Register Vol. 47, No. 12, March 26, 2025
(a)
Bracing.
(1) Tubular welded frame scaffolds
shall be properly braced by cross bracing or diagonal bracing, or both, for
securing vertical members together laterally. Such braces shall be of such
length as will automatically square and align the vertical members of such
scaffolds so that when erected such scaffolds are plumb, square and rigid. All
braces shall be securely connected.
(2) Every tubular welded frame scaffold
erected after June 1, 1972 to a height in excess of 26 feet shall be provided
with continuous vertical cross-bracing on the inboard and outboard sides of the
scaffold except as follows:
(i) Vertical
cross-bracing may be omitted at the working level of any such scaffold. Such
vertical bracing may be omitted between alternate pairs of scaffold frames on
the inboard side of any such scaffold for a maximum of two working
levels.
(ii) Tower bracing may be
used in which case each separate tower shall be provided with continuous
vertical cross-bracing for the full height on both the inboard and outboard
sides. The vertical cross-bracing may be omitted on the inboard side of the
uppermost working level only. Adjacent towers of the scaffold shall be tied
together on both the inboard and outboard sides by continuous horizontal
members that extend the full length of the scaffold. Such horizontal members
shall be placed at every level where building or structure tie-ins are required
by paragraph 23-5.3(h)(1) of this Subpart.
(3) Diagonal horizontal bracing shall be
provided at every level where building or structure tie-ins are
required.
(b) Scaffold
frames.
(1) Coupling pins, sprockets or other
safe positive couplers shall be used to connect scaffold frames at every
vertical frame extension.
(2) Each
frame leg shall have a positive lock or fastener to hold one frame member to
the other vertically.
(3) The
spacing of frame members of tubular welded frame scaffolds shall not exceed the
following limits except for special conditions where trusses or other means of
bracing insure the required factor of safety of such scaffolds:
(i) The maximum permissible frame spacing for
heavy duty scaffolds shall be up to and including six feet.
(ii) The maximum permissible frame spacing
for medium duty scaffolds shall be up to and including eight feet.
(iii) The maximum permissible frame spacing
for light duty scaffolds shall be up to and including 10 feet.
(c) Brackets. Brackets
shall be supported by the vertical members of the scaffold frames. Brackets
shall not be more than 30 inches in width. When a bracket is used to extend the
width of the frame on any side of a scaffold normally requiring a safety
railing, provision shall be made in the outer end of such bracket for a safety
railing post.
(d) Safety railing
posts. Each safety railing post installed on a tubular welded frame scaffold
shall fit over a coupling pin or sprocket connected to the outer end of an end
frame leg, or shall fit into a frame leg not less than four inches. Such post
shall be securely fastened to the end frame of the scaffold by a positive
locking device.
(e) Metal trusses.
(1) Where metal trusses are used on any
tubular welded frame scaffold, such trusses shall be provided with sufficient
supports for the platform planks between the scaffold frames.
(2) Any metal truss used to span a gap in a
tubular welded frame scaffold shall have a strength capacity sufficient to
provide the required factor of safety.
(3) Where trusses are used on tubular welded
frame scaffolds erected to a height of more than 60 feet, such scaffolds shall
be designed by a professional engineer licensed to practice in the State of New
York. Copies of the design drawings for any such scaffold shall be kept at the
scaffold installation site available for examination by the
commissioner.