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and is constructed with flood resistant materials; and 3) the owner uses it solely for parking of <br />vehicles, building access or storage. The above -noted alternative elevation methods are subject <br />to the following additional standards: <br />(1) Design and Certification: A licensed professional engineer or architect must certify that the <br />structure's design and as -built condition meets the general design standards of the Minnesota <br />State Building Code. Specifically, all electrical, heating, ventilation, plumbing and air <br />conditioning equipment and other service facilities must be at or above the regulatory flood <br />protection elevation or be designed and constructed to prevent flood water from entering or <br />accumulating in these components during times of flooding. <br />(2) Specific Standards for Above grade, Enclosed Areas: Owners and contractors shall design <br />and construct above grade, fully enclosed areas such as crawl spaces or tuck under garages <br />to internally flood with design and construction plans that stipulate: <br />9 April 29, 2010 <br />(a) A minimum area of automatic openings in the walls where internal flooding is to be <br />used 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 than <br />one -foot above grade. The automatic openings shall have a minimum net area of not <br />less than one square inch for every square foot of enclosed area subject to flooding <br />unless a licensed professional engineer or architect certifies that a smaller net area <br />would suffice. The owner or contractor may equip the automatic openings with screens, <br />louvers, valves, or other coverings or devices if such devices permit the automatic entry <br />and exit of flood waters without any form of human intervention; and <br />(b) That the enclosed area will be designed and constructed of flood resistant materials in <br />accordance with the standards of the FP -3 or FP -4 classifications in the Minnesota State <br />Building Code and that the owner or occupants shall only use such areas for building <br />access, vehicle parking or storage. <br />b. Basements, as defined by Section 1301.02, Subd. 8, b. of this Chapter, shall be subject to the <br />following requirements: <br />(1) The City does not permit residential basement construction below the regulatory flood <br />protection elevation. <br />(2) The City may permit non residential basements below the regulatory flood protection <br />elevation provided the basement is structurally dry flood proofed according to the standards <br />listed in Section 1301.05, Subd. 4 c (below) of this Chapter. <br />c. All areas of non residential structures (including basements) that would be below the regulatory <br />flood protection elevation shall be flood proofed to meet the structurally dry flood proofing <br />classifications in the Minnesota State Building Code. Structurally dry flood proofing must meet <br />the FP -1 or FP -2 flood proofing classification in the Minnesota State Building Code. This flood <br />proofing shall require making the structure watertight with the walls substantially impermeable <br />to the passage of water and with structural components having the capability of resisting <br />hydrostatic and hydrodynamic loads and the effects of buoyancy. The City does not allow <br />structures in the flood fringe that the owners have flood proofed to the FP -3 or FP -4 <br />classification in the Minnesota State Building Code. The City does not allow residential <br />structures in the flood fringe that the owners have dry -flood proofed to the FP -1 or FP -2 flood <br />proofing classification in the Minnesota State Building Code. <br />