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a 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 an <br />enclosed area shall be considered above -grade and not a structure's basement or lowest <br />floor if: 1) the enclosed area is above -grade on at least one side of the structure; 2) it is <br />designed to internally flood and is constructed with flood resistant materials; and 3, it is <br />used solely for parking of vehicles, building access or storage. The above -noted <br />alternative elevation methods are subject to the following additional standards: <br />and Certification - The structure's design and as -built condition must be <br />certified by a registered professional engineer or architect as beingin n compliance with <br />the general design standards of the State Building Code and, specifically, that all <br />electrical, heating, ventilation, plumbing and air conditioning equipment and other <br />service facilities must be at or above the re _ug latory flood protection elevation or be <br />designed to prevent flood water from entering or accumulating within these components <br />during times of flooding <br />2. Specific Standards for Above -grade, Enclosed Areas - Above -grade, full <br />enclosed areas such as crawl spaces or tuck under garages must be designed to internally <br />flood and the design plans must stipulate: <br />a. The minimum area of openings in the walls where internal flooding is to be <br />used as a floodproofin technique. chnique. There shall be a minimum of two openings on at least <br />two sides of the structure and the bottom of all openings shall be no higher than one foot <br />above grade. The automatic openings shall have a minimum net area of not less than one <br />square inch for every square foot of enclosed area subject to flooding unless a re isg tered <br />professional engineer or architect certifies that a smaller net area would suffice. The <br />automatic openings may be with screens, louvers, valves, or other coverings or <br />devices provided that they permit the automatic entry and exit of flood waters without <br />any form 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 shall be <br />used solely for building access, parking of vehicles or storage. <br />§ 1103.07 GENERAL FLOODPLAIN DISTRICT (GF). <br />(1) Permitted uses. <br />(a) The uses listed in § 1103.05 (1) of this chapter, Floodway District Permitted <br />Uses. <br />(b) All other uses are subject to the floodway/flood fringe evaluation criteria <br />specified in § 1103.07 (2) below. Section 1103.05 applies if the proposed use is <br />determined to be in the Floodway District. Section 1103.06 applies if the proposed use is <br />determined to be in the Flood Fringe District. <br />(2) Procedures for Floodway and Flood Fringe determinations. <br />21 of 39 <br />