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1003.3.3 Horizontal Projections
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Structural elements, fixtures or furnishings shall not project horizontally from either side more than 4 inches (102 mm) over any walking surface between the heights of 27 inches (686 mm) and 80 inches (2032 mm) above the walking surface.
Exception: Handrails are permitted to protrude 4.5 inches (114 mm) from the wall.
Exception: Handrails are permitted to protrude 4.5 inches (114 mm) from the wall.
Related Code Sections
1003.3.3 Means of Egress, Horizontal Projections
Structural elements, fixtures or furnishings shall not project horizontally from either side more than 4 inches (102 mm) over any walking surface ...
NYC Building Code 2008 > 10 Means of Egress > 1003 General Means of Egress > 1003.3 Protruding Objects > 1003.3.3 Horizontal Projections
1003.3.3 Means of Egress, Horizontal Projections
Structural elements, fixtures or furnishings shall not project horizontally from either side more than 4 inches (102 mm) over any walking surface ...
NYC Building Code 2014 > 10 Means of Egress > 1003 General Means of Egress > 1003.3 Protruding Objects > 1003.3.3 Horizontal Projections
705.5.2 Fire-Resistance-Rated Construction, Horizontal Projecting Elements
Fire walls shall extend to the outer edge of horizontal projecting elements such as balconies, roof overhangs, canopies, marquees and architectural ...
NYC Building Code 2008 > 7 Fire-Resistance-Rated Construction > 705 Fire Walls > 705.5 Horizontal Continuity > 705.5.2 Horizontal Projecting Elements
706.5.2 Fire and Smoke Protection Features, Horizontal Projecting Elements
Fire walls shall extend to the outer edge of horizontal projecting elements such as balconies, roof overhangs, canopies, marquees and architectural ...
NYC Building Code 2014 > 7 Fire and Smoke Protection Features > 706 Fire Walls > 706.5 Horizontal Continuity > 706.5.2 Horizontal Projecting Elements
Article 8 Materials, Loads and Stresses [PDF] (page 12)
). §C26-347.0 Roof Loads.-Roofs having a rise of three inches or less per foot of horizontal projection shall be proportioned for a vertical live load ...