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Last modified
1/25/2010 6:24:40 PM
Creation date
10/4/2006 10:57:02 PM
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Floodplain Documents
County
Statewide
Community
Nationwide
Basin
Statewide
Title
Design Guidelines for Flood Damage Reduction
Date
10/1/1981
Prepared By
FEMA
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />Floors. Floors should be designed to withstand the ver- <br />tical pressures associated with flooding This requires con- <br />sideration of soil composition and ground Water levels, as <br />well as the likely flood levels in relation to building eleva- <br />tions. Floor design should provide adequate thickness and <br />reinforcing to resist \\'ater pressure, and can include the pro- <br />vision of extra weight (eg, concrete pads) to prevent flota- <br />tion Floors should be securely anchored to foundations, <br />and joints between wall. and floors should be securely tied <br />and sealed to prevent displacement or seepage <br />lOotings and Ebundations. Footings and foundations <br />require special consideration in flood-prone areas. They <br />should be at a sufficient depth and on bearing soil in or- <br />der to provide the necessary lateral resistance to water <br />pressure, and should also be able to resist vertical pres- <br />sures. In some cases this may require additional anchor- <br />age with pilings or extra weighting with concrete pads. <br />Also necessary is the proteaion of footings and founda- <br />tions from erosion and scour, which is especially impor- <br />tant where they will be subjected to extreme velOCities, <br />such as with coastal tides and storm surge& <br />Utililies. All utility lines should either enter the build- <br />ing above the base flood elevation or be waterproofed <br />and secured to prevent displacement due to water pres- <br />sure When a utility line enters the building below the <br />base flood level, it should be routed so that the interior <br />outlet point is above the flood level Internal and external <br />fittings that are below flood levels should be thoroughly <br />waterproofed, and control panels should be above the <br />base flood elevation to allow access during flooding Con- <br />trols for lower floors and basements can often be isolated <br />to allow them to be disconnected independently during <br />flooding <br />Mechanical !!ystems. All mechanical equipment and <br />controls should be located above the base flood elevation <br />to prevent damage and to allow access to the equipment <br />during flooding The duct work associated with the me- <br />chanical system should be elevated or otherwise pro- <br />tected from water damage. <br />Plumbing. Floor drains and other plumbing will <br />often be unavoidably located below the base flood level <br />They should be fitted with valves to prevent the backflow <br />of water that would damage the interior of the building <br />Sump pumps should be installed to remove small quanti- <br />ties of water, with the drain outlet of the pump located <br />above the base flood level and an emergency power <br />source available <br />wet Floodproofing. As mentioned earlier, wet flood- <br />proofing is a special technique that can be used under <br />certain circumstances to reduce flood damage The distin- <br />guishing characteristic of wet floodproofing is that rather <br />than trying to keep water out, Water is purposely intra- <br /> <br /> <br /> T <br />,"- <br /> . <br /> . <br />. . <br /> <br />1IIIIIIIilllllllll <br /> <br /> <br />Detail 1 <br /> <br />Del8I12 <br /> <br />Secure connections be- <br />tween different parts of the <br />building are neceS5ary to <br />prevent flood damage. The <br />building must be firmly <br />anchored to foundations <br /> <br />(1) and founda#ons must <br />be anchored to footings <br />(2). ?be house below was <br />not adequately anchored <br />to its founda#on. <br /> <br /> <br />Department of Housing and Lrhan Development <br /> <br />71 <br />
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