Have the floors and walls been shored or braced as deemed necessary by a structural engineer?
Is the area surrounding the discharge end of the chute closed when operations are not in progress?
Are chutes designed and constructed of such strength as to eliminate failure due to impact of materials or debris loaded therein?
Do floor openings have curbs or stop-logs to prevent equipment from running over the edge?
Are masonry walls, or sections of masonry, prevented from falling in such quantities as to exceed the safe carrying capacities of the floors?
Are floor openings within 10 feet (3.05 m) of any wall being demolished planked solid except when the area beneath is barricaded to prevent workers from being exposed to falling objects?
Is debris and other material removed from floor arches, beams, and adjacent areas before demolishing?
Are safe walkways provided and used by personnel to enable them to reach any point without walking on exposed beams?
Do plank ends overlap by at least 1 foot (30.48 cm) when laid together over solid bearing surfaces?
Have planks been provided for workers razing steel framing?
Is steel construction dismantled column-by-column and tier-by-tier?
Are structural members being dismembered in proper sequence to avoid overstressing and failure?
Are all persons prohibited from being in areas affected by demolition when balling or clamming is being done?
Is the weight of the demotion ball within 50% of the crane’s rated capacity at the operating configuration?
Is the ball attached to the load line with a swivel connection to prevent twisting, and is it protected against accidental disconnection?
Are all roof cornices or other ornamental stonework removed before pulling walls over?