Section 90-62. Standards for residential construction, nonresidential construction and elevated buildings.
(a) Generally. In all areas of special flood hazard where base flood elevation data have been provided, as set forth in section 90-31 or 90-47, the standards in this section are required.
(b) Residential construction. new construction or substantial improvement of any residential structure shall have a first floor (i.e., lowest living area) elevation which is a minimum of 12 inches above the crown of any street (measured at centerline) which is contiguous to the site. Should solid foundation perimeter walls be used to elevate a building, openings sufficient to facilitate the unimpeded movements of floodwaters shall be provided in accordance with standards of sections 90-62 through 90-65.
(c) Nonresidential construction. new construction or substantial improvement of any commercial, industrial or nonresidential structure shall have a first floor elevation which is a minimum of 12 inches above the crown of any street (measured at centerline) contiguous to the site. Buildings located in all A-zones may be floodproofed in lieu of being elevated provided that all areas of the building below the required elevation are water-tight with walls substantially impermeable to the passage of water, and use structural components having the capability of resisting hydrostatic and hydrodynamic loads and the effect of buoyancy. A registered professional engineer or architect shall certify that the standards of this subsection are satisfied. Such certification shall be provided to the official set forth in section 90-49.
(d) Elevated buildings. new construction or substantial improvements of elevated buildings that include fully enclosed areas formed by the foundation and other exterior walls below the base flood elevation shall be designed to preclude finished living space and designed to allow for the entry and exit of floodwaters to automatically equalize hydrostatic flood forces on exterior walls as follows:
(1) Designs for complying with this subsection must either be certified by a professional engineer or architect or meet the following minimum criteria:
a. A minimum of two openings shall be provided having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding;
b. The bottom of all openings shall be no higher than one foot above grade; and
c. Openings may be equipped with screens, louvers, valves or other coverings or devices, provided they permit the automatic flow of floodwaters in both directions;
(2) Electrical, plumbing and other utility connections are prohibited below the base flood elevation;
(3) Access to the enclosed area shall be the minimum necessary to allow for parking of vehicles (garage door) or limited storage of maintenance equipment used in connection with the premises (standard exterior door) or entry to the living area (stairway or elevator); and
(4) The interior portion of such enclosed area shall not be partitioned or finished into separate rooms.