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<br />floodwaters. To meet this requirement, the openings must <br />either be certified by a professional engineer or architect or <br />meet the following minimum design criteria: <br /> <br />1) Provide a minimum of two openings on different <br />sides of each enclosed area subject to flooding. <br /> <br />2) The total net area of all openings must be at least <br />one (1) square inch for each square foot of enclosed <br />area subject to flooding. <br /> <br />3.) If a building has more than one enclosed area, each <br />area must have openings to allow floodwaters to <br />automatically enter and exit. <br /> <br />4) The bottom of all required openings shall be no <br />higher than one (1) foot above the adjacent grade. <br /> <br />5) Openings may be equipped with screens, louvers, or <br />other opening coverings or devices, provided they permit <br />the automatic flow of floodwaters in both directions. <br /> <br />6) Foundation enclosures made of flexible skirting are <br />not considered enclosures for regulatory purposes, and, <br />therefore, do not require openings. Masonry or wood <br />underpinning, regardless of structural status, is considered <br />an enclosure and requires openings as outlined above. <br /> <br />(f) Coastal high-hazard Zones. Because of special flood hazards associated <br />with wave wash, the following provisions shall also apply to coastal high- <br />hazard areas: <br /> <br />(1) All new construction shall be located landward of the reach of mean <br />high tide. <br /> <br />(2) No fill shall be used as structural support. <br /> <br />(3) Within V -zones on the Flood Insurance Rate Map, all building <br />permits shall contain the elevation (in relation to mean sea level) of the <br />bottom of the lowest horizontal structural member of the lowest floor <br />(excluding pilings and columns) of all new and substantially improved <br />structures and shall state whether or not such structures contain a <br />basement. <br /> <br />(4) All new construction and substantial improvements elevated on <br />pilings and columns shall have the bottom of the lowest horizontal <br />