This lesson should take approximately 15-20 minutes to complete.
This unit discusses the typical community floodplain management and building code environment. The role of local officials in a retrofitting project, the various tenets of the National Flood Insurance Program (NFIP), and the compatibility of items covered in the International Building Code (IBC) series are discussed.
Define the National Flood Insurance Program (NFIP)
Describe applicable flood hazard information in an NFIP participating community
Describe the community regulations and permitting process
Explain the influence of National Model Building Codes and consensus standards on flood-resistant design and construction
Regulatory Requirements
The components that make up a typical community floodplain management and building code environment include:
The NFIP
Local officials and community regulations
Compatibility of model building codes with the NFIP
Application of consensus standards
Flood Hazard Definitions
National Flood Insurance Program (NFIP): A voluntary program that operates through a partnership between the federal government and individual communities. The three components of the NFIP are flood insurance, floodplain mapping, and flood hazard mapping.
Base Flood Elevation (BFE): The water surface elevation resulting from the base, or 100-year flood, which is defined as the flood having a 1-percent chance of being equaled or exceeded in any given year.
Flood Insurance Study (FIS): Provides a narrative of the community's flood history and sources of flooding, as well as detailed information on the hydraulics and hydrology in the community.
Flood Hazard Definitions (cont.)
Flood Insurance Rate Map (FIRM): Official map of an NFIP community that delineates the SFHAs and the insurance risk premium zones applicable to the community.
Special Flood Hazard Area (SFHA): Area subject to inundation by the base flood.
Flood Insurance Rate Maps
Figure 2-1. Typical DFIRM for riverine flooding
Flood Insurance Rate Maps (Continued)
Figure 2-2. Typical DFIRM for coastal flooding showing the Limit of Moderate Wave Action
Even the latest FIRMs and FISs may be based on limited data, so the local floodplain manager should always be contacted for the latest information
Flood Insurance Studies (1 of 3)
FIRMs are based on the information provided in an FIS. An FIS is based on detailed engineering studies. The FIS contains information such as:
Detailed information on the hydrology and hydraulics of the community's floodplain
Narrative of the community's flood history and sources of flooding
Riverine floodplains: discharges and flood profiles
Coastal floodplains: stillwater elevations and wave height transects
Can be obtained through floodplain manager or online at FEMA Map Service Center http://www.msc.fema.gov
FISs describe how the flood hazard information was developed for a community (history and methodology)
FISs include:
Floodways
Discharges/ water surface elevations for 10-, 50-, 100-, and 500-year floods
Velocities
Flood profiles
Flood Insurance Studies (3 of 3)
Coastal Floodplains
FISs Include: storm surge stillwater elevations for 10-, 50-, 100-, and 500-year floods
FIS wave analyses include beach and dune erosion estimates
Figure 2-4. Wave height transect showing LiMWA, MoWA, and MiWA
Floodplain Management Regulations
To participate in the NFIP, communities must regulate development in floodplains in accordance with the NFIP
Must ensure two basic criteria are met before issuing a permit for development:
All new construction, substantial improvements, and repair of substantial damage will be protected from damage by the base flood
New floodplain development will not aggravate existing flood problems or increase damage to other properties
Floodplain Management Definitions
Basement: Any area of the building having its floor subgrade (below ground level) on all sides.
Enclosure: The portion of an elevated building below the lowest elevated floor that is either partially or fully closed in by walls.
Lowestfloor: Lowest floor of the lowest enclosed area. Should only be used for parking, access, or storage.
Post-FIRM/Pre-FIRM: Relates start of construction to the effective date of the community's floodplain management ordinance (i.e. if the start of construction was before the effective date, it is a Pre-FIRM structure).
Structure: A walled and roofed building or gas or liquid storage tank that is principally above ground. Also includes manufactured homes.
Substantial Damage/Substantial Improvement
Substantial Damage: Damage of any origin sustained by a structure whereby the cost of restoring the structure to its before-damaged condition would equal or exceed 50 percent of the market value of the structure before the damage occurred.
SubstantialImprovement: Any reconstruction, rehabilitation, addition, or other improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure (or smaller percentage if established by the community) before the "start of construction" of the improvement.
Building Performance Requirements
NFIP has established minimum criteria and design performance requirements
Key NFIP Requirements for Zone A
Community Regulations and the Permitting Process
Regulation of the use of floodplain land is largely the responsibility of State and local governments
Communities may institute higher standards than those required by the NFIP, such as, but not limited to:
Adding freeboard requirements
Prohibiting building in certain areas
Requirements for building materials
Use and type of construction fill
Designer should always contact the local building official for building code and floodplain management requirements
National Model Building Codes
Include the I-Codes and the National Fire Protection Association (NFPA) Building Construction Safety Code (NFPA 5000, 2009)
The 2012, 2009, 2006, and 2003 I-Codes are consistent with the National Flood Insurance Program
As of January 2012, 47% of flood-prone communities had adopted a flood-resistant building code meeting or exceeding the NFIP
Consensus Standards
Relevant consensus standards for flood retrofit, developed by a committee of nationally recognized experts include:
ACI 530-08
ASCE 7-10
ASCE 24-05
Consensus Standards
Standards related to design and construction practices and construction materials are incorporated into a building code by reference rather than by inclusion of all of the text of the standard in the code
Relevant consensus standards include:
ACI 530-08, Building Code Requirements for Masonry Structures (referenced standard in IBC and IRC)
ASCE 7-10, Minimum Design Loads for Buildings and Other Structures (referenced in IBC, IRC, and NFPA 5000)
ASCE 24-05, Flood Resistant Design and Construction (referenced in IBC and NFPA; IRC allows, but does not require, provisions of ASCE 24)