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(a) Capacity |
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support own weight and 4 X the maximum intended
load. |
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suspension rope & hardware, 6 X the maximum
intended load. |
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stall load of scaffold hoist not to exceed 3
times its rated load. |
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designed by a qualified person and built and
loaded to design. |
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(b)
Scaffold platform construction |
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Platforms fully planked or decked |
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no more than 1” gaps |
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maximum openings of 9½” |
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scaffold platforms and walkways 18” wide |
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ladder jack, top plate bracket, roof bracket,
and pump jack scaffold at least 12” wide |
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guardrails and/or personal fall arrest systems
for platforms and runways not 18” wide |
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(b)
Scaffold platform construction(con’t) |
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Front edge of all platforms |
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No more than 14” from the face of the work |
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3” from the face for outrigger scaffolds |
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18” from the face for plastering and lathing
operations |
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Platforms 10’ and less to extend at least 6” but
not more than 12” past support unless designed and installed and/or guarded
properly |
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Platforms greater than 10’ no more than 18” past
support unless designed and installed and/or guarded properly |
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(b) Scaffold platform construction(con’t) |
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Each abutted end of plank shall rest on a
separate support surface. |
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Overlap platforms not less than 12” only over
supports, unless restrained to prevent movement. |
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On direction changes, any platform on a bearer
at other than a right angle shall be laid first, and platforms which rest
at right angles over the same bearer laid second. |
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(b) Scaffold Platform Construction(con’t) |
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No paint on wood platforms, except edges that
may be marked for identification |
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Fully planked between front upright and
guardrail support |
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No mixed scaffold components used unless
compatible and integrity maintained |
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No modification of mixed scaffold components |
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unless a competent person approves |
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No components of dissimilar metals unless
approved by competent person |
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Higher than 4:1 ratio restrained from tipping by
guys, ties, or equivalent. |
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Guys, ties, installed per recommendations or at
the closest horizontal member to the 4:1 height |
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Bear on adequate foundations |
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Plumbed and braced |
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Support devices, 4 X the imposed load. |
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Outrigger beams; metal or equal and restrained |
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Stabilize outrigger beams |
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Direct connections evaluated by competent person |
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Counterweights |
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Construction requirements for outrigger beams |
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Minimum lengths for suspension ropes on hoists |
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No repaired wire rope |
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Proper sized eye splice thimbles required |
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Ropes inspected by competent person |
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No swaged attachments unless approved |
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No gasoline powered equipment |
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Automatic brakes |
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Positive crank force to descend |
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Tied to prevent swaying |
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Safety devices not used as platforms |
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(e) Access |
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Must have safe access |
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No access by cross braces |
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Bottom rung not more than 24” high |
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Rest platforms at 35’ intervals |
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Sets access requirements for erectors and
dismantlers ( September 2, 1997) |
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Can use some end frames for access |
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Never overload |
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No shore or lean-to scaffolds |
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Inspected by competent person |
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Immediately removed or repaired, braced if found
substandard |
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No horizontal movement with employees unless
approved |
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Maintain clearance near powerlines |
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Erected, moved, dismantled or altered only under
supervision of competent person |
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No work on snow, ice covered platforms |
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Tag lines on swinging loads |
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Protect suspension ropes from heat, acid |
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No work during storms or high winds |
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(g) Fall protection(PFAS or guardrails) |
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Required at 10 foot |
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PFAS in lieu of guardrails on some scaffolds |
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PFAS & guardrails on suspension scaffolds |
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PFAS required for erectors and dismantlers were
feasible after September 2, 1997. |
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Toprails after 1-1-2000, 38” to 45” high |
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Use crossbracing in lieu of top or midrails in
some cases |
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(h) falling object protection |
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Hardhats required |
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Protect employees below |
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Barricades to exclude working below |
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Toe boards at edges of platforms |
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Allows panels and screens |
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Canopies allowed |
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Five training areas |
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Nature of electrical, fall, and falling object
hazards |
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Correct procedures for protection of above |
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Proper use the scaffold |
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Load capacities of scaffolds |
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Requirements of Subpart L |
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Retraining as necessary to restore proficiency |
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