Subpart-R-Steel - OSHA Subpart R Steel Erection Before...

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OSHA Subpart R Steel Erection
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Before authorizing the start of steel erection… Concrete footings, piers, and walls has attained the necessary strength by testing, 75% of the intended min. compressive design strength or sufficient strength to support the loads imposed during steel erection Commence after written notification is rec’d
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Pre-shift visual Crane inspection Safety devices, boom angle indicator, boom stops, anti-two block devices, load moment indicators Wire rope Hydraulic fluid levels Tire inflation Ground conditions (no water) Level ground *
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No Riding of the Headache Ball
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No employees are to work under suspended loads Except when starting connections, when hooking up, and unhooking
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Multiple lift rigging 5 Members (Maximum) Members to be similar Rigged at center of gravity and kept level Rig the top one first 7 ft. Set the bottom one first
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No more than 8 floors from the erection floor and the permanent floor Permanent Floor
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4 floors
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This note was uploaded on 08/27/2011 for the course BCN 4735 taught by Professor Staff during the Spring '08 term at University of Florida.

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Subpart-R-Steel - OSHA Subpart R Steel Erection Before...

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