11/12/2022 0 Comments Safety factor for spot pier footings![]() You can also contact us by mail at the above office, Room N3468, 200 Constitution Avenue, N.W., Washington, D.C. Department of Labor, OSHA, Directorate of Construction, Office of Construction Standards and Guidance, fax # 20. If you need additional information, please contact us by fax at: U.S. Note, though, that as a practical matter, since it is often difficult to predict the exact amount of the total load, the qualified person 2 will usually need to be conservative in estimating the total load to ensure that the footing will in fact be able to support the loaded scaffold and meet the requirements in §1926.451(c)(2)(i). Since the provision does not state that a safety factor must be applied, none is required, so long as the design achieves this result. As long as that result is achieved, the requirement is met. The language of §1926.451(c)(2)(i) simply establishes a required result - the footing must be capable of supporting the loaded scaffold without settling or displacement. ![]() There is no statement in this provision indicating that a safety factor must be incorporated into the design of footings for supported scaffolds. Question: Section 1926.451(c)(2)(i) requires that the footing for a scaffold be "capable of supporting the loaded scaffold without settling or displacement." Does this provision require that a safety factor be applied?Īnswer: 1926.451(c)(2)(i) states: Footings shall be level, sound, rigid, and capable of supporting the loaded scaffold without settling or displacement. We have paraphrased your question regarding footings and the application of safety factors as follows: ![]() 1 We will be responding in a series of separate letters in response this is the fourth in that series. ![]() You have submitted nine letters to the Occupational Safety and Health Administration (OSHA) containing a number of questions on the construction scaffold standard (29 CFR Part 1926 Subpart L). Re: Whether a safety factor must be incorporated into the design of footings for supported scaffolds under the requirements of. ![]()
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