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Highlights 1

Erection Techniques-25th Feb09

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Page 1: Erection Techniques-25th Feb09

Highlights

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Page 2: Erection Techniques-25th Feb09

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Steel Erection Final Rule

• Published January 18, 2001

• Implemented January 18, 2002

• Includes exceptions for some provisions

Page 3: Erection Techniques-25th Feb09

ScopeCovers all employers engaged in steel

erection activitiesContains two lists of activities:

Primary list: All are covered (connecting, bracing, guying…)

Ancillary list: Covered only “when they occur during and are a part of steel erection activities” (sealing, caulking, etc…)

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1926.750(b)

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Scope (cont’d)

Does not apply to:Electrical transmission

towers

Communication and broadcast towers

Tanks

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1926.750(a)

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Is the activity at the jobsite listed in 1926.750(b)(1)?

Yes No

IS the activity listed in .750(b)(2)?

Then this activity IScovered by Subpart R

Yes No

Then you must determine if this is going on in conjunction with (during and a part of) steel

erection activities in (b)(1). A question to ask: Does this (b)(2) activity have to be done for steel erection to continue: If yes, and if doneduring (b)(1) activities, then it is covered by

the standard.

Because it is listed in neither(b)(1) nor (b)(2), it is notcovered by the standard.

Page 6: Erection Techniques-25th Feb09

Key Provisions of the Rule Site layout Hoisting and riggingStructural steel stability

requirementsColumn anchorageBeams and columnsOpen web steel joistsStructural steel

assembly

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Key Provisions of the Rule (cont’d)

Systems-engineered metal buildings

Falling object protectionFall protectionWorker training

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Site Layout Adequate layout area

Adequate access roads

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1926.752(c)

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Hoisting and RiggingProvides additional crane safety

for steel erectionMinimizes employee exposure to

overhead loads through pre-planning and work practice requirements

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1926.753

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Hoisting and Rigging (cont’d)

Prescribes proper procedures for multiple lifts (Christmas-treeing)

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1926.753(e)

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Column AnchorageMinimum 4 anchor bolts per

columnWritten notification of proper

curing of concrete in footings, piers, walls for steel columns

Written notification of adequacy of anchor bolts modified/repaired in the field

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1926.752(a)1926.755

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Beams and ColumnsTwo bolts per connection

before releasing hoisting line

Safe procedures for making double connections at columns

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1926.756

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Open Web Steel JoistsMinimize the risk of

collapse of lightweight steel joists by:Specifying erection bridging

and method of attachmentRequiring erection bridging

to be anchored to terminus point

Specifying method of placing loads on steel joists

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1926.757

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Structural Steel AssemblySpecific work practices:

Hoisting deck bundles

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1926.754

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Structural Steel Assembly (cont’d)

Minimizing fall hazards:Trip hazardsInterior

holes/openingsSlip hazards

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1926.754

Shear Connectors

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Systems-Engineered Metal Buildings

Requirements to minimize the risk of collapse in the erection of these specialized structures that account for a major portion of steel erection in this country

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1926.758

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Falling Object Protection

Provisions that address hazards of falling objects in steel erection

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1926.759

Note: Does not apply to materials being hoisted

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Fall Protection Above 30 feet/2 stories: All workers

must be protected, including connectors and deckers

Between 15 and 30 feet/2 stories: Workers must be protected EXCEPT:ConnectorsDeckers working in controlled

decking zone (CDZ)

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1926.760

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Fall Protection (cont’d)

Connectors between 15 and 30 feet/2 storiesAll equipment

necessary to be capable of being used to be tied off (or safety nets) must be in place

Not required to tie off

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1926.760(b)

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Fall Protection (cont’d)Deckers between 15 and

30 feet/2 storiesCan use a controlled

decking zone (CDZ) instead of fall protection

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1926.760(c)

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TrainingQualified person to train

exposed workers in fall protection

Qualified person to train exposed workers engaged in special, high- risk activities

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1926.761

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Specific Controlling Contractor Duties

• Notify the steel erector in writing regarding concrete cure and anchor bolt changes

• Provide adequate layout areas and onsite access roads

• Preclude work below steel erection unless there is overhead protection

• Choose whether to accept responsibility for maintaining fall protection equipment left by erector (otherwise it must be removed)