Any single panel point of the lower chord of roof trusses or any point of other primary structural members supporting roofs over manufacturing, commercial storage and warehousing, and commercial garage floors shall be capable of carrying safely a suspended concentrated load of not less than 2,000 lbf (pounds- force) in addition to dead load plus environmental loads. For all other occupancies, a load of 200 lbf shall be used of 2000 lbf.
(Prior code § 68-2.7; Added Coun. J. 11-29-89, p. 8387)