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Last modified
1/25/2010 6:23:58 PM
Creation date
10/4/2006 10:45:08 PM
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Template:
Floodplain Documents
County
Statewide
Basin
Statewide
Title
Hurricane Opal in Florida A Building Performance Assessment
Date
8/30/1996
Prepared For
Florida
Prepared By
FEMA
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />3 Recommendations <br /> <br />The BPAT's recommendations are presented below. Engineering design drawings are also <br />presented that illustrate the recommendations and provide details that can be used to enhance <br />building performance under hurricane and coastal flood conditions. <br /> <br />3.1 APPLICATION OF V-ZONE AND A-ZONE DESIGN AND <br />CONSTRUCTION REQUIREMENTS <br /> <br />NFIP V-Zone construction requirements specifY that new construction be elevated on piles, <br />posts, columns, or piers and that the bottom of the lowest horizontal structural member (e.g., <br />floor beam, joist) be at or above the BFE. Depending on the dimensions of those structural <br />members, the resulting lowest floor elevations can be as much as 1.5 feet above the BFE. By <br />comparison, NFIP A-Zone standards for new construction require that the lowest floor of the <br />structure be at or above the BFE. <br /> <br />FIRMs accounting for wave effects were adopted by the communities in the study area <br />between 1985 and 1987, prior to changes in V-Zone mapping procedures that extended coastal V- <br />Zones to the landward toe of the primary frontal dune. The BPAT believes that this factor, <br />coupled with a decade of long-term erosion, resulted in narrow V-Zones and an underestimation <br />of actual risk along or near the shoreline, which increased the exposure of some post-FIRM A- <br />Zone construction to V-Zone flood forces. <br /> <br />3.1.1 <br /> <br />FEMA To ISSUE REVISED FIRMs <br /> <br />FEMA will address the V-Zone issue discussed above by completing restudies and revisions to <br />the FIRMs as necessary for the communities in the study area. Preliminary revised maps for the <br />affected communities will not be completed until 1997; thus, the majority of post -Opal <br />reconstruction will be governed by the FIRMs in effect at the time of the storm and by State CCCL <br />requirements. Until the revised FIRMs are completed, the affected communities should consider <br />studying local coastal flooding conditions that occurred during Hurricane Opal to determine <br />whether areas in coastal A-Zones, as well as areas within several hundred feet of the Gulf of <br />Mexico shoreline, are actually subject to V-Zone flood forces. If such areas are identified, the <br />affected communities should strongly encourage the owners of new construction and substantial <br />improvements to existing structures within those areas to conform with V-Zone construction <br />standards and to provide several feet of freeboard above the BFEs shown on the current FIRMs. <br /> <br />3.1.2 <br /> <br />COMMUNITIES USING HIGHER STANDARDS IN COASTAL A-ZONES <br /> <br />The benefit of applying more stringent requirements to new construction in coastal A-Zones <br />in the study area was illustrated by the performance of recent post-FIRM A-Zone construction in <br />the City of Pensacola Beach during Hurricane Opal. Under the jurisdiction of the Santa Rosa <br />Island Authority (SRIA), the city enforces V-Zone construction standards in all of the barrier <br />island areas shown as A-Zones on its current FIRM. Within the same A-Zones, the SRIA also <br /> <br />HURRICANE OPAL IN FLORIDA <br /> <br />3-1 <br />
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