Laserfiche WebLink
,"7 <br /> <br />acting simultaneously on all building components. Water loading values used shall be <br />those associated with the base [Iood. Wind loading values used shall be those required <br />by applicable state or local building codes. A registered professional engineer or <br />architect shall develop or review the structural design and methods of construction and <br />shall certify that the proposed design and methods of construction are in accordance <br />with accepted standards. <br /> <br /> (e) All new construction and substantial mprovements within V 1-30 and V <br />Zones on the Flood Insurance Rate Map shal have the space below the lowest floor <br />either free of obstruction or constructed with non-supporting breakaway walls, open <br />wood lattice-work, or insect screening intended to collapse under wind and water loads <br />without causIng collapse, displacement, or other structural damage to the elevated <br />portion of the building or supporting foundation system. For the purpose of this section, <br />a breakaway wall shall have a design safe loading resistance of not less than ten (10) <br />and no more than twenty (20) pounds per square foot. Use of breakaway wails which <br />exceed a design safeloading resistance of 20 pounds per square foot (either by design <br />or when so required by local or state codes) may be permitted only if a registered <br />professional engineer or architect also certifies that the proposed design also rae, ets the <br />following conditions: <br /> <br />(1) <br /> <br />Breakaway wall collapse shall result from a water load less than that which <br />would occur during the base flood; and <br /> <br />The elevated portion ofthe building and supporting foundation system shall <br />not be subject to collapse, displacement, or other structural damage due <br />to the effects of wind and water loads acting simultaneously on all building <br />components, both structural and non-structural. Water loading values used <br />shall be those associated with the base flood. Wind loading values used <br />shall be those required by applicable state or local building codes. Such <br />enclosed space shall be usable solely for parking of vehicles, building <br />access or storage. <br /> <br /> (f) There shall be no alteration of sand dunes or mangrove stands which would <br />increase potential flood damage. <br /> <br /> (g) All manufactured homes to be placect or substantially improved within V- <br />Zones shall comply with the same standards as set forth for conventional housing in V- <br />Zones. <br /> <br /> (h) All recreational vehicles placed in V-Zones shall be (i) on site for fewer than <br />180 consecutive days, (ii) be fully licensed and ready for highway use, or (iii) meet the <br />same standards as for conventional housing in V-Zones. <br /> <br /> <br />