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A. Alternative elevation methods other than the use of fill may be utilized to elevate a <br />structure's lowest floor above the regulatory flood protection elevation. "These <br />alternative methods may include the use of stilts, pilings, parallel walls, etc., or above - <br />grade, enclosed areas such as crawl spaces or tuck under garages. The base or floor of <br />an enclosed area shall be considered above -grade and not a structure's basement or <br />lowest floor if: 1) the enclosed area is above -grade on at least one side of the structure; <br />2) it is designed to internally flood and is constructed with flood resistant materials; <br />and 3) it is used solely for parking of vehicles, building access or storage. The above - <br />noted alternative elevation methods are subject to the following additional standards: <br />(1) Design and Certification - The structure's design and as -built condition must be <br />certified by a registered professional engineer or architect as being in <br />compliance with the general design standards of the State Building Code and, <br />specifically, that all electrical, heating, ventilation, plumbing and air <br />conditioning equipment and other service facilities must be at or above the <br />regulatory flood protection elevation or be designed to prevent flood water from <br />entering or accumulating within these components during times of flooding. <br />(2) Specific Standards for Above -grade, Enclosed Areas - Above -grade, fully <br />enclosed areas such as crawl spaces or tuck under garages must be designed to <br />internally flood and the design plans must stipulate: <br />a. A minimum area of openings in the walls where internal flooding is to be used <br />as a flood proofing technique. There shall be a minimum of two openings on at <br />least two sides of the structure and the bottom of all openings shall be no higher <br />than one -foot above grade. The automatic openings shall have a minimum net <br />area of not less than one square inch for every square foot of enclosed area <br />subject to flooding unless a registered professional engineer or architect <br />certifies that a smaller net area would suffice. The automatic openings may be <br />equipped with screens, louvers, valves, or other coverings or devices provided <br />that they permit the automatic entry and exit of flood waters without any form <br />of human intervention; and <br />b. That the enclosed area will be designed of flood resistant materials in <br />accordance with the FP-3 or FP-4 classifications in the State Building Code and <br />shall be used solely for building access, parking of vehicles or storage. <br />B Residential basement construction shall not be allowed below the regulatory flood <br />protection elevation. <br />C All areas of non residential structures placed below the regulatory flood protection <br />elevation, including basements, shall be flood proofed in accordance with the <br />structurally dry flood proofing classifications in the State Building Code. Structurally <br />dry flood proofing must meet the FP-1 or FP-2 flood proofing classification in the State <br />Building Code and this shall require making the structure watertight with the walls <br />substantially impermeable to the passage of water and with structural components <br />j <br />