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WTC Investigation Leads to Code Changes for Safer Buildings in US

28 October 2008

Based on recommendations from the National Institute of Standards and Technology (NIST), nearly two dozen building and fire code changes were approved by the International Code Council (ICC).

The new changes included codes to increase structural resistance to building collapse, ensure effective communications for emergency first responders and utilize more robust elevators for emergency personnel.
The recommendations were part of the NIST investigation of the collapses of New York City's World Trade Center (WTC) towers on Sept. 11, 2001.

The changes, adopted at recent ICC hearings, will be incorporated into the 2009 edition of the ICC I-Codes, specifically the International Building Code (IBC) and the International Fire Code (IFC). Jurisdictions have the option of incorporating some or all of the code's provisions.

"We applaud this historic action by the ICC, and the tremendous effort by NIST and its WTC investigation team that led to it," said U.S. Commerce Secretary Carlos Gutierrez. "The lessons learned from the tragic events of 9/11 have yielded stronger building and fire codes for a new generation of safer, more robust buildings across the nation."
The 23 model building and fire code changes now required by the I-Codes include:
• An additional (third) exit stairway for buildings more than 420 feet high.
• An increase of 50% in the width of exit stairways in new buildings with sprinklers.
• Permitting the use of elevators for occupant evacuation in fires and other emergencies for all buildings, and as an alternative to the required additional exit stairway for buildings more than 420 feet high. Passenger elevators must meet specific criteria to be used for evacuation purposes.
• Hardening of exit stairway and passageway enclosures, and elevator shaft enclosures for all buildings more than 420 feet high, for buildings 75-420 feet high where failure of the enclosure would substantially jeopardize human life and in essential facilities such as hospitals.
• Separating exit stairway enclosures by a distance not less than 30 feet or not less than one-fourth of the maximum building diagonal, whichever is less.
• A minimum of one fire service access elevator for buildings more than 120 feet high.
• Fire service access elevator lobby sizes that are a minimum of 150 square feet in area with sides at least 8 feet long.
• Keeping fire service access elevator lobbies free of storage.
• Greater reliability of sprinklers with a minimum of two water supply risers for each sprinkler zone in buildings more than 420 feet high. Each riser is required to supply sprinklers on alternate floors and will be placed in remotely located stair enclosures.
• Providing minimum structural integrity for framed and bearing wall structures.
• A one-hour increase in the fire-resistance rating of structural components and assemblies in buildings more than 420 feet high.
• Explicit adoption of the structural frame approach to fire resistance ratings that requires all members of the primary structural frame to have the higher fire resistance rating commonly required for columns. The primary structural frame includes the columns; other structural members include the girders, beams, trusses and spandrels having direct connections to the columns and bracing members designed to carry gravity loads.
• Broadening the definition of the primary structural frame to include bracing members essential to vertical stability (such as floor systems or cross bracing) whether or not they carry gravity loads.
• Increasing bond strength for fireproofing to nearly three times greater than currently required for buildings 75-420 feet high and seven times greater for buildings more than 420 feet high.
• Field installation requirements for fireproofing to ensure that installation complies with the manufacturer's instructions, the substrates (surfaces being fireproofed) are clean and free of any condition that prevents adhesion, testing is conducted to demonstrate that required adhesion is maintained for primed, painted or encapsulated steel surfaces and the finished condition of the installed fireproofing, upon complete drying or curing, does not exhibit cracks, voids, spalls, delamination or any exposure of the substrate.
• Special field inspections of fireproofing to ensure that its as-installed thickness, density and bond strength meet specified requirements and that a bonding agent is applied when the bond strength is less than required due to the effect of a primed, painted or encapsulated steel surface. The inspections are to be performed after the rough installation of mechanical, electrical, plumbing, sprinkler and ceiling systems.
• Luminous markings delineating the exit path (including vertical exit enclosures and passageways) in buildings more than 75 feet high to facilitate rapid egress and full building evacuation.
• Broadening the use of luminous markings to identify obstacles, exit doors, exit signs and floor numbers in the exit path in buildings more than 75 feet high.
• Luminous exit path markings in existing buildings more than 75 feet high with the exception of open, unenclosed stairs in historic buildings.
• Increasing the area of the Fire Command Center (the area from which all fire department operations are directed and usually housing the control panel for alarms, sprinklers, etc.) from 96 square feet to 200 square feet with at least one side 10 feet long in buildings more than 75 feet high.
• Approved radio coverage for all buildings for emergency responders within the building based upon the existing coverage level of public safety communications systems at the exterior of the building. Approved coverage includes specific requirements for signal strength, system design, installation and maintenance.
• Installing an emergency responder radio communications system to provide the required level of radio coverage throughout a building. Typical hardwired communications systems would be replaced.
The following are the nine model building and fire code change proposals - consistent with the NIST WTC investigation recommendations - that were not approved for the 2009 edition of the I-Codes, but will be considered for resubmission at a later date after being amended:
• Requiring buildings more than 420 feet high to be designed to survive a building contents fire to burn out without more than local failure of the structural frame.
• Requiring structures not to suffer a collapse disproportionate to a local initiating failure caused by an accident or incident.
• Requiring a risk assessment and acceptable mitigation of risks for buildings more than 420 feet high with an occupant load greater than 5,000, for buildings with an occupant load greater than 10,000 and for buildings determined to be at higher than normal risk.
• Requiring use of a new standard for conducting wind tunnel testing.
• Requiring installation of stairway communication and monitoring system at every fifth floor of each exit stairway. Also requiring, in buildings more than 75 feet high, a video surveillance system in each exit stairway, elevator lobby, elevator hoistway and elevator machine room to enhance situational awareness of emergency responders.
• Requiring fire safety and evacuation plans for all occupancies and buildings where required by the IFC (the IBC is more widely adopted across the country than the IFC; this would ensure all situations are covered).
• Requiring detailed schematic building plans, including an approved Building Information Card, to be located in fire command centers to show the type of construction, stairway access and pressurization, fuel oil tank and hazardous materials locations, standpipe availability and locations, in addition to typical floor plan and details of the building core, means of egress, elevator locations, fire protection systems, firefighting equipment and fire department access.
• Limiting the length of horizontal transfer corridors used to connect a stairwell to 50 feet or less in buildings more than 75 feet high.
• Allowing the option to design buildings more than 420 feet high using the ICC Performance Code, instead of the high-rise provisions of the IBC.


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