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NFBA



Weathering The Storm


In the wake of Hurricanes Katrina, Rita, and Wilma, Building Teams are turning to advanced flood-mitigation techniques to protect structures from water damage.




Two-thousand five will go down in the record books as one of the costliest hurricane seasons in modern U.S. history.

Twenty-seven named storms and 15 hurricanes were recorded in the Atlantic region alone, shattering records that date back more than 40 years, according to the National Oceanic and Atmospheric Administration's National Weather Service.

Four major hurricanes hit U.S. soil last year, including three Category 5 storms (Katrina, Rita, and Wilma), leaving in their wake a path of destruction that exceeded $100 billion—more than double the previous record, established in 2004.

If the 2005 hurricane season was a sign of things to come, then Building Teams along U.S. coastlines will have their hands full protecting new developments from flood- and wind-related damage.

Most local building codes follow guidelines and standards established by the Federal Emergency Management Agency and the National Flood Insurance Program. FEMA and NFIP recommend prescriptive design and construction measures for flood-proofing a structure (see sidebar) based on several considerations: building use, flood warning time, mode of entry and exit from the building and site, floodwater velocities, flood depths, debris impact potential, and flood frequency.

 
Stop logs are similar to lift-out barriers, but are built up one “log” at a time to reach the required protection height. Stop logs are suitable for wide openings where a single lift-out barrier would be too heavy. This approach requires much less labor than lift-out barriers, but considerable deployment time and bolting are needed to create a watertight seal.
FEMA dictates, for instance, that the first occupied floor of buildings located in moderate- and high-risk flood zones be elevated to or above the base flood elevation of the area, which can range from several feet to more than a story-height, depending on the location and building type. NFIP provides further incentive for doing so by offering reduced flood insurance premiums for buildings that exceed the FEMA guidelines.

But this approach is not ideal for retail and other commercial structures that rely on the ground floor for business. As a result, some commercial developers are investing big dollars to "buy" back the ground floor by designing their buildings to exceed the FEMA/NFIP baseline codes. A case in point is Boca Grande Partners of Boca Grande, Fla., an upscale senior resort community near Sarasota.

"What most developers and builders don't fully realize is that we have another choice," said Bob Melvin, co-owner of Boca Grande Partners.

Instead of placing its 4,400-sf Gasparilla Marketplace on stilts, and making its patrons (much of them elderly) walk up ramps and stairs to enter the retail stores, the developer entrusted its Building Team to create a floodproof structure that maintained street-level entrances. The site is located in the heart of Boca Grande's shopping district, an area designated by FEMA as zone A (quiescent water flood zone), the second-most-stringent FEMA designation.

"Ground-level construction in flood areas may raise the up-front price of a retail project, but it improves the return far more," said Melvin. One immediate return was 350 sf of additional leasable space by eliminating the ramps and stairs.

The first step was to design a structure that would keep water out, and that would not shift or float away when submersed in floodwaters.

Local architect Hank Browne worked closely with engineer Karl Kokomoor of DMK Group, Englewood, Fla., to design a structure that was essentially an "inside-out swimming pool." The walls are reinforced poured-in-place concrete to the roof height. The slab is double-reinforced 12-inch-thick poured-in-place concrete. To keep the building in place, the slab is anchored with 72 eight-inch helical anchors drilled 10–13 feet into the subsurface.

To seal the building's 26 windows and five doors during a flood, Browne specified removable flood barriers. Manufactured by Pawling, N.Y.-based Presray Corp., the aluminum flood barriers feature a one-piece molded rubber compression seal that creates a watertight barrier between the barrier panels and the irregular surface of the concrete structure. When bolted in place, the barriers keep leakage to a minimum. The barriers are mounted onto custom aluminum frames that were polished and primed to match the window and door trim.

Gasparilla's facility management team was trained in installing, dismantling, and storing the flood barriers, and a flood management plan was put in place to ensure that the building is sealed well before a storm hits.

Hospitals, schools, and other vital entities have also seen the advantages of advanced flood-mitigation approaches.

In the case of the Center for Creative Arts in the flood-prone area of Yorklyn, Del., establishing a floodproofing plan that involved installing removable flood barriers and check valves meant that the school could remain in its 50-year-old home, which regularly took in upwards of four feet of water following hurricanes. School staff members are trained to deploy the facility's sliding flood barriers and side-hinged gates in the event of a flood.

The Texas Children's Hospital in Houston employs similar measures to ensure that its doors remain open during flash floods, which occur three to six times a year, according to Dan Samora, the hospital's facility manager. Even with sub-basements and loading docks that are 25 feet below grade, the hospital has remained bone-dry through numerous hurricanes and flash floods. "Though floodwaters were up to five feet around some entrances, not a single drop of water got in through the flood doors," said Samora.

Outfitting a structure with such robust systems is not cheap. Flood barriers alone can add anywhere from ½–1% to the total construction cost of a new building, according to Presray's Jason Smith. These systems also require a detailed operations and maintenance plan; most units rely heavily on human intervention for deployment.

But if it means being able to remain open during a flood or regain use of the ground floor, these systems can have a quick payback for building owners.

 

FEMA offers natural disaster risk-assessment program

The Federal Emergency Management Agency has created a free software program that analyzes the risk and potential losses from floods, hurricane winds, and earthquakes.

HAZUS-MH MR1 (v1.1) combines scientific and engineering knowledge with the latest geographic information systems technology to produce estimates of hazard-related damage before and after a disaster occurs. The program takes into account various impacts of a hazard event, including:

  • Physical damage to residential and commercial buildings, schools, critical facilities, and infrastructure
  • Economic loss (i.e., lost jobs, business interruption, and repair and reconstruction costs)
  • Social impacts (requirements for shelters and medical aid) For a free copy, visit: www.fema.gov/hazus.

Six ways to floodproof your next project using removable flood barriers

Lift-out barriers are the lowest-cost option, but require more time, labor, tools, physical strength, and skill to deploy than other types of barriers. These units are typically stored near the point of deployment.

Stop logs are similar to lift-out barriers, but are built up one "log" at a time to reach the required protection height. Stop logs are suitable for wide openings where a single lift-out barrier would be too heavy. This approach requires much less labor than lift-out barriers, but considerable deployment time and bolting are needed to create a watertight seal.

Side-hinged gates are installed permanently at the point of deployment. These units swing quickly into place and close easily to seal out floodwater. The entire process takes less than two minutes. Because the units are permanent, they're visible to the occupants, unless they are concealed with an architectural feature. Also, the design team must allow ample swing room for the units to open and close. This may require changes to the dimension of the space, and may prohibit the use of such a device in renovation applications.

Side-hinged flood doors provide four-sided protection, and are commonly used to protect equipment rooms and basements. They deploy quickly and seal even if water rises above the top of the opening. Nothing gets through.

Sliding flood barriers work like waterproof pocket doors. They're out of sight when not in use, and deploy in seconds. They provide a solution where no swing room is available. Sliding flood barriers cost more than side-hinged barriers, but they are preferable when appearance counts.

Bottom-hinged flood gates are designed primarily for openings in flood walls and parking garage entrances. The gates are concealed under a plate in the roadway during normal business hours and swing up when a flood threatens. Because of the added mechanical equipment, these are the most expensive flood-mitigation system.

FEMA's flood-mitigation checklist

  • Anchor the building to resist flotation, collapse, and lateral movement.
  • Elevate the lowest occupied floor to or above the base flood elevation of the area, or employ watertight construction in accordance with local codes. (This option is not permitted in extreme coastal high-hazard areas, designated by FEMA as zone V, VE, or V1-V30.)
  • Install watertight enclosures for doors and windows.
  • Reinforce walls to withstand water pressures and impact forces from debris.
  • Create earth berms around the building to help stave off floodwaters.
  • Consider installing floodwalls and localized levees.
  • Use membranes and sealants to minimize seepage of floodwaters through the walls and wall penetrations.
  • Install pumps to control interior water.
  • Install check valves to prevent entrance of floodwater or sewage flows through utilities.
  • Locate electrical, mechanical, utility, and other valuable equipment above the base flood level.
  • Create a flood management plan.
  • Establish a flood emergency operation plan to ensure that all floodproofing measures, including those that require human intervention, will operate properly under all conditions, including power failure.
  • File a Floodproofing Certificate for Non-Residential Structures with the local jurisdiction.

Code changes provide added protection from wind-related damage

With the passing of each hurricane season comes lessons learned about how to more effectively design and construct buildings to resist hurricane-related damage. These lessons are eventually incorporated into local building codes.

One recent lesson learned is the danger of having loose gravel on rooftops in high-wind regions. "This roof gravel can fly off and damage adjacent buildings," says Randy Shackelford, an engineer in the McKinney, Texas, branch of Simpson Strong-Tie, a maker of structural connectors and building anchor products.

Shackelford says the latest version of the International Building Code (IBC 2006), which has been adopted by many coastal jurisdictions, provides prescriptive measures to protect buildings from wind-borne gravel and debris. Design criteria include the use of impact-resistant glazing and the restriction of loose gravel and stone on rooftops in certain instances.

Here's an overview of the wind-related changes in IBC 2006:

  • Gravel or stone shall not be used on the roof of a building located in a hurricane-prone region or on any other building with a certain roof height in high-wind-speed areas (1504.8 gravel and stone).
  • Roof decks and roof coverings shall be designed for local wind loads (1504.1wind resistance of roofs).
  • For roofs located in regions where the basic wind speed is 110 mph or greater, asphalt shingles shall be tested in accordance with ASTM D 3161, Class F (1504.1.1 wind resistance of asphalt shingles).
  • Securement of metal edges (except gutters) for low-slope membrane roof systems shall be designed and installed for local wind loads and tested for resistance in accordance with ANSI/SPRI ES-1 (1504.5 edge securement for low-slope roofs)
  • The glazing in buildings in wind-borne debris regions shall be impact-resistant or protected with an impact-resistant covering meeting the requirements of an approved impact-resisting standard or ASTM E 1996 and ASTM E 1886. Glazed openings located within 30 feet of grade shall meet the requirements of the large missile test in ASTM E 1996. Glazed openings located more than 30 feet above grade shall meet the provisions of the small missile test in ASTM E 1996. Exceptions: Unprotected glazing is permitted in buildings without public access and in buildings located over 60 feet above grade and over 30 feet above aggregate surface roofs located within 1,500 feet. In addition, all one- and two-story buildings are permitted to use wood structural panels, as long as the panels have a minimum thickness of 7/16 inch and span no more than eight feet (1609.1.2 protection of openings).
  • Louvers protecting ventilation ducts not assumed to be open that are located within 30 feet of grade shall meet requirements of an approved impact-resisting standard or the large missile test in ASTM E 1996 (1609.1.2.1 louvers).

For more, visit: www.iccsafe.org.


  

© 2008, Reed Business Information, a division of Reed Elsevier Inc. All Rights Reserved.




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