Summary Statement
An introduction to the new Subpart R regulation covering employers involved in steel erection, including definitions, fall protection training, and procedures that must be followed.
Feb 2003
Presented at the Construction Safety Council's 13th Annual Construction Safety & Health Conference & Exposition, Rosemont, Illinois, February 2003. |
Table of Contents
- Who is Covered
- §1926.750 Scope
- §1926.750 Scope
- Definitions
- §1926.751
- §1926.751
- Site Preparation
- §1926.752 Site Layout
- §1926.752 Site Layout
- Cranes
- §1926.753 Hoisting and Rigging
- §1926.753 Hoisting and Rigging
- Structural Stability
- §1926.754 Structural Steel Assembly
- §1926.755 Column Anchorage
- §1926.756 Beams and Columns
- §1926.757 Open Web Steel Joists
- Metal Buildings
- §1926.758 Systems-engineered Metal Buildings
- §1926.758 Systems-engineered Metal Buildings
- (Non-Hoist) Overhead Hazards
- §1926.759 Falling Object Protection
- §1926.759 Falling Object Protection
- Fall Protection
- §1926.760 Fall Protection (for connectors, deckers, and
all others)
- §1926.760 Fall Protection (for connectors, deckers, and
all others)
- Training
- §1926.761 Training (general and specialized)
- The standard covers all employers engaged in steel erection activities.
- There are two lists of activities:
- Primary: All activities in .750 (b)(1) are covered (connecting, bracing, guying . . .)
- Ancillary: All listed in .750 (b)(2) are covered "when they
occur during and are a part of steel erection activities"
-
(sealing, caulking, elevator beams . . .)
Does not include:
- electrical transmission towers,
- communication and broadcast towers,
- tanks.
1926.752 (c)
- Adequate layout area
- Adequate access roads
Cranes and Falling Object Protection
§1926.753 Hoisting and Rigging
- Cranes: 1926.550 applies (except personnel platform provision) PLUS new, additional requirements
- Employee exposure to overhead loads to be reduced through preplanning (.752) and work practice requirements.
- Allows for expanded use of personnel platforms (.753 (c)(4)).
- Prescribes proper procedure for multiple lifts "Christmas-treeing" (.753(e) "multiple lift rigging procedure")
§1926.759 Falling Object Protection (does not apply to materials being hoisted)
- Secure loose items aloft
- Controlling contractor to bar operations below steel erection unless falling object protection provided (from objects other than hoisted materials)
§1926.755 Column Anchorage
Column Anchorage
- Requires 4 anchor bolts per column
- contains design strength requirements and other column stability
requirements
- contains design strength requirements and other column stability
requirements
- Assure the adequacy of anchor bolts modified in the field
- written notice must be given to erector that changes were made
§1926.752(a) and (b) Concrete Strength
- Concrete/mortar for footings, piers & walls
- Written confirmation
of ASTM test -- to erector
Beams and Columns
- Two bolts per connection prior to releasing hoisting line
- Safe procedures/devices for making double connections at columns
Double connection with seat
§1926.757 Open Web Steel Joists
Steel joist concepts: terms
- Erection Bridging:
Steel joist concepts: terms
- Erection bridging "anchored" to a "terminus point":
Steel joist concepts:
- What you have
to do before releasing hoisting cable:
- Joist end connection requirements
- Erection
bridging
- Max # of workers allowed on joist
- Specs for:
- Initial connections (specs and devices; holes requirement)
- Final connections
- Requirements vary with length of span
- Some exceptions for "constructibility"
- Requirements
for landing and placing loads on joists
- Some requirements may be modified through a site-specific erection plan (tandem setting of some 60'+ joists and requirements for landing decking bundles)
- Provides
specific work practices for:
- maintaining structural stability (max# unsecured floors)
- landing deck bundles - where and weight
Decking Bundle
§1926.758 Systems-Engineered Metal Buildings
Requirements for the erection of these specialized structures which account for a large amount of steel erection.
Fall Prevention and Protection
§1926.760 Fall Protection
- All must be protected at heights greater than 2 stories or 30 feet, including connectors and deckers
- Between 15
and 30 feet: Fall protection required for all with exceptions for:
- Deckers in controlled decking zone (CDZ) and
- Connectors
- Connectors
must be provided and wear equipment necessary to be able to
be
tied-off, or be provided with other means of fall protection
- Connectors
must be provided and wear equipment necessary to be able to
be
§1926.760 Fall Protection (cont.)
- Controlled
decking zone:
- For leading
edge decking work
- limited access
- designated boundaries (usually by control lines)
- Work
practices for attaching deck:
- install safety attachments from leading edge back
- no final attachments allowed in CDZ
-
up to 3000 SF of unsecured decking
- specific training requirements
- For leading
edge decking work
- Requirements
to facilitate quick installation of perimeter safety cables:
- Column attachments or holes in columns for perimeter safety cables
- Column splice height and strength specified
- Perimeter cables
required on multistory buildings
- Must be
installed "as soon as the metal decking has been installed"
- Must be
installed "as soon as the metal decking has been installed"
- Custody of Fall
Protection Equipment:
- Controlling
contractor must choose to either:
- accept responsibility for maintaining fall protection equipment left by erector,
- OR ensure that it is removed (.760(e))
- Controlling
contractor must choose to either:
minimizing fall hazards in interior openings (decking-over)
Tripping and Slipping
- Walking/working
surfaces requirements:
- tripping hazards: shear connectors (and similar projections) generally prohibited until decking is installed
- slip resistance criteria for painted structural steel members (effective 5 years after the rest of the standard)
§1926.761 Training
- Qualified person to train workers in use & operation of fall protection equipment
- Qualified person
to train workers engaged in specific activities:
- "Christmas-treeing"
- connecting
- CDZ procedures
- No general requirement for an erection plan
- Some requirements
may be modified through a site-specific plan if equivalent protection
is provided.
- Safety latches on hooks activated (.753(c)(5))
- Setting joists 60'+ at/near columns in tandem (.757(a)(4))
- Landing decking on steel joists (.757(e)(4))
- Written notification
to the steel erector:
- Concrete in piers/walls is cured re ASTM spec
- Anchor
bolt modifications/repairs approved by project engineer (.752(a);
.755(b))
- Adequate on-site access roads (.752(c))
- Preclude work below steel erection unless there is overhead protection (.759(b))
- Choose whether to accept responsibility for maintaining fall protection equipment left by erector (otherwise it must be removed) (.760(e))
- New Effective date: January 18, 2002
- Phase-in Exceptions
for
- Component provisions (these affect the design of components. Example: columns must have 4 anchor bolts)
- Component
provisions will NOT apply where:
- (Buildings)
- Building Permit obtained prior to January 18, 2001
- Steel
erection has begun on or before September 16, 2001
- (Bridges)
- Contract date before January 18, 2001; or
-
Steel erection began before September 16, 2001.
- (Buildings)
- Painted surfaces slip resistance provision - July 18, 2006
- The complete standard can be obtained from our web site at www.osha.gov.