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Take the time to revisit two Firefighter LODD incidents that both occurred in the month of August in 2006 and 2009 respectively. Excerpts from the NIOSH Reports have been included that are part of the NIOSH FIRE FIGHTER FATALITY INVESTIGATION AND PREVENTION PROGRAM (HERE).
Both of these incidents involved a double firefighter line-of-duty death (LODD) and resulted from a floor collapse during the conduct of operations within the fire involved structures. There are numerous lessons learned and recommendations that can be considered and applied in organizations and agencies across the country, both large and small; career or volunteer.
These incidents bring to light the occupancy risks present in some of our most common of building occupancies, and continue to provide the basis for operational considerations and management based upon occupancy risk versus occupancy type. There are numerous operational considerations when addressing fires located in basement or underdeck areas and the subsequent management of those incidents based upon known or assumed building characteristics, occupancy risk and profile, inherent or presumed building stability and potential for structural compromise and the operational risk from isolated or catastrophic of collapse.
- Buffalo (NY) Fire Department: August 24, 2009
- FDNY: August 27, 2006
Some Other Links related to Floor Collapses and Reference Links for Operational Insights and Operating Experience (OE)
- Eleven Minutes to Mayday; What You Need to Know
- Career Engineer Dies and Fire Fighter Injured After Falling Through Floor While Conducting a Primary Search at a Residential Structure Fire – Wisconsin
- Volunteer deputy fire chief dies after falling through floor hole in residential structure during fire attack – Indiana
- A career captain and a part-time fire fighter die in a residential floor collapse – Ohio
- Career fire fighter dies after falling through the floor fighting a structure fire at a local residence – Ohio
- Career lieutenant dies following floor collapse into basement fire and a career fire fighter dies attempting to rescue the career lieutenant – New York
- Floor collapse at commercial structure fire claims the lives of one career lieutenant and one career fire fighter – New York
- First-floor collapse during residential basement fire claims the life of two fire fighters (career and volunteer) and injures a career fire fighter captain – New York
- NIOSH Alert: Preventing Injuries and Deaths of Fire Fighters due to Truss System Failures
- NIOSH Alert: Preventing Injuries and Deaths of Fire Fighters due to Structural Collapse (1999)
- Preventing Deaths and Injuries of Fire Fighters Working Above Fire-Damaged Floors
- CommandSafety.com: Operational Safety at Basement Fires: Close Call
- CommandSafety.com: Buffalo, NY Three Alarm Fire and Double LODD Report
- CommandSafety.com: Remembering Brackenridge 1991 Floor Collapse and LODD
- CommandSafety.com: Engineered Structural Systems- Hazards
- CommandSafety.com: http://commandsafety.com/2011/05/another-near-miss-floor-collapse/
- CommandSafety.com http://commandsafety.com/2011/05/another-near-miss-floor-collapse/
- CommandSafety.com: http://commandsafety.com/2010/12/near-misses-maydays-and-floor-collapses/
- Statter911.com: http://statter911.com/2010/01/20/mayday-after-floor-collapse-sends-five-maryland-firefighters-into-basement-of-burning-home-details-pictures-video-firegound-audio-from-anne-arundel-county/
- Buildingsonfire.com: Fire/EMS Safety, Health and Survival Week 2011: Day Five: Near-Misses, Maydays and Floor Collapses
Here are some Safety Considerations related to Residential Occupancies (non-inclusive) for Operations at Basement Fires that will support fireground operational safety:
- Conduct a thorough fire size-up and communicate the findings to all personnel on-scene before entering the building.
- Conduct an assessment of the Building Profile ( building construction type, structural assembly systems and features and age) and assesss fire behavior and intensity levels.
- Ensure an adequte Risk Assessement is conducted and that Risk versus Gain is determined
- Maintain situational awareness throughout the tactical deployment of crews within the interior of the structure
- Conduct a 360 degree perimeter assesement when feasible to determine access and egress points, fire location and travel and other mission critical operational perameters.
- Incident commanders and company officers should be trained and experienced in structure fire size up to avoid putting fire fighters at unneeded risk of working above fire-damaged floors.
- Do not enter a structure, room, or area when fire is suspected to be directly beneath the floor or area where fire fighters would be operating, or if the location of the fire is unknown.
- Never assume structural safety of any floor (regardless of the construction) having a significant fire under it.
- Conduct pre-incident planning inspections during the construction phase to identify the type of floor construction.
- If pre-planning is not conducted, assume residential construction and small commercial buildings built since the early 1990s may contain engineered wood I-joists.
- Report construction deficiencies noted during preplanning to local building code officials. For example, engineered wood floor joists should only be modified per manufacturer specifications—usually limited to cutting to length and removing pre–cut knockouts for utility access. Report damaged or cut chords or webs to building officials.
- Develop, enforce, and follow standard operating procedures (SOPs) on how to size up and combat fires safely in buildings of all construction types. Rapid intervention teams (RIT) should include a portable ladder with their RIT equipment when deployed at basement fires.
- Ensure Time Compression is considered: Ensure Command has the ability to monitor progress or elapsed incident time and adjusts strategic and tactical plans accordingly and in a time effective manner.
- Provide training on identifying signs of weakened floor systems (soft or spongy feel, heat transmitted through floor, downward bowing, etc.).
- Make fire fighters aware that all floor types can fail with little or no warning.
- Use a thermal imaging camera to help locate fires burning below or within floor systems, but recognize that the camera cannot be relied upon to assess the strength or safety of the floor. (Refer to the recent UL Test Data and Operational Safety Considerations ”Structural Stability of Engineered Lumber in Fire Conditions” available at http://www.uluniversity.us/ )
- Fire fighters should be trained on the use of thermal imaging cameras, including limitations and difficulties in detecting fire burning below floor systems. (See reference to UL above)
- Immediately evacuate and, if possible, use alternate exit routes when floor systems directly beneath the floor where fire fighters would be operating are weakened by fire.
- Use defensive overhaul procedures after fire extinguishment in structures containing fire-damaged floor systems of all types.
- Consider becoming active in the building code process and influence requirements for fire resistance of floor and ceiling systems to further fire fighter safety and health.
- Ensure RIT personnel area staged and have complete a site assessment of the building and occupany upon thier arrival and set-up
- Ensure that a rapid intervention team (RIT) is on the scene as part of the first alarm and in position to provide immediate assistance prior to crews entering a hazardous environment
REMEMBRANCE
Buffalo (NY) Fire Deparment- August 24, 2009 1815 Genesee Street, Buffalo, NY
Career Lieutenant Dies Following Floor Collapse into Basement Fire and a Career Fire Fighter Dies Attempting to Rescue the Career Lieutenant – New York (REPORT HERE)
SUMMARY
On August 24, 2009, a 45-year-old male career lieutenant (Victim #1) died following a partial floor collapse into a basement fire, and a 34-year-old male career fire fighter (Victim #2) was fatally injured while attempting to rescue Victim #1. The career fire department was dispatched for “an alarm of fire” with reported civilian(s) entrapment. Arriving units discovered a heavily secured mixed commercial/residential structure with smoke showing. Following failed initial attempts to locate an entry to the basement, crews located a door on Side 2 that provided access down a flight of stairs to a basement entry door. Repeated attempts were made to force open this basement door in order to search for trapped civilians, but crews had difficulty gaining access through this door because it was made of steel and locked and dead-bolted on both sides. Other crews on scene performed primary searches of the 1st and 2nd floors with no civilians found.
Approximately 30 minutes into the basement fire, command ordered all interior crews to exit the structure to regroup because crews were still unable to gain access into the basement from Side 2. Additional manpower was sent with special tools to assist in breaching the basement door on Side 2. Victim #1 and two fire fighters from his crew entered into the structure from Side 1 to verify all fire fighters had exited a 1st floor deli. Victim #1, following a hoseline into the structure, was well ahead of the other two fire fighters when the 1st floor partially collapsed beneath him. Victim #1 fell with the floor into the basement, exposing him to the basement fire. The other two fire fighters immediately exited the deli after fire conditions quickly changed and shelving and displays fell on them; they were unaware of what had just occurred. Victim #1 made several Mayday calls from within the structure and activated his PASS device. Confusion erupted exteriorly on scene when trying to verify who was calling the Mayday, their exact location, and how they got into the basement. The incident commander was aware that he had crews attempting to gain access into the basement from Side 2 but was unaware that there had been a floor collapse within the deli section of the structure.
Simultaneously, Victim #2, a member of the fire fighter assistance and search team (FAST), was standing by outside Victim #1’s point of entry when the Mayday calls came out. It is believed that Victim #2 knew where Victim #1 was since he had gone in the structure with him earlier in the incident. Victim #2 grabbed a tool, went on air, and rushed into the structure. The FAST and additional personnel on scene concentrated on Side 2 initially while other fire fighters followed an unmanned hoseline into the deli. Crews within the deli quickly discovered a floor collapse and reported hearing a PASS device alarming. Victim #1 was immediately identified as missing during the first accountability check, but Victim #2 was not accounted for as missing until the third accountability check, more than 50 minutes after Victim #1’s Mayday. After the fire was controlled, both victims were discovered side-by-side in the basement where the 1st floor had partially collapsed. They were found without their facepieces on and with SCBA bottles empty. Victim #1’s PASS device was still alarming. They were pronounced dead on scene. Four fire fighters and one lieutenant suffered minor injuries during the incident. No civilians were discovered within the structure.
| F2009-23 | Aug 24, 2009 | Career lieutenant dies following floor collapse into basement fire and a career fire fighter dies attempting to rescue the career lieutenant – New York | PDF |
Key contributing factors identified in this investigation include working above an uncontrolled, free-burning basement fire; interior condition reports not communicated to command; inadequate risk-versus-gain assessments; and, crew integrity not maintained.
NIOSH has concluded that, to minimize the risk of similar occurrences, fire departments should:
- Ensure that all personnel are aware of the dangers of working above a fire, especially a basement fire, and develop, implement, and enforce a standard operating procedure (SOP) that addresses strategies and tactics for this type of fire.
- Ensure that the incident commander (IC) receives interior status reports and performs/continues evaluating risk-versus-gain.
- Ensure that crew integrity is maintained at all times on the fireground.
- Ensure that the incident commander (IC) receives accurate personnel accountability reports (PAR) so that he can account for all personnel operating at an incident.
- Ensure that a separate incident safety officer, independent from the incident commander, is appointed at each structure fire.
- Ensure that fire fighters use their self-contained breathing apparatus (SCBA) and are trained in SCBA emergency procedures.
Additionally, manufacturers, equipment designers, and researchers should:
- Conduct research into refining existing and developing new technologies to track the movement of fire fighters inside structures.
- Continue to develop and refine durable, easy-to-use radio systems to enhance verbal and radio communication in conjunction with properly worn self-contained breathing apparatus (SCBA)
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| Incident scene. (Photo courtesy of fire department. From NIOSH REPORT) |
RECOMMENDATIONS
Recommendation #1: Fire departments should ensure that all personnel are aware of the dangers of working above a fire, especially a basement fire, and develop, implement, and enforce a standard operating procedure (SOP) that addresses strategies and tactics for this type of fire.
Discussion: Basement fires can be taxing and test a fire fighter’s knowledge and skill on how to combat it safely and effectively. Fire burning underneath floors can significantly degrade the floor system with little indication to fire fighters working above.1 They need to be aware of rapid heat buildup, little or no ventilation, limited accessibility, and whether it is a storage place for unknown hazards (e.g., combustibles, hazardous materials, and flammable liquids). Also of concern for fire departments is how to determine how long a fire has gone undetected. Fire fighters should be aware of what is stored on the floor directly above a basement fire, what the finished floor is comprised of (e.g., terrazzo, plywood, tongue-and-groove, tile, etc.), and what the floor structural members are comprised of (e.g., engineered wood floor joists, concrete, or steel). Structural support members may be directly exposed to fire, causing them to weaken and increase the likelihood of an above-floor collapse. Interior crew(s) intending to operate on the floor above a basement fire should limit their operating time, especially if ventilation, suppression, and accessibility are not progressing. The floor’s structural members will continue to weaken as fire and heat intensify. Specifying an exact length of time for how long suppression crew(s) should operate above a basement fire is questionable, and the IC should make that determination by performing a hazard analysis/risk assessment. The fire department did not have an SOP specifically addressing strategies and tactics when combating basement fires. SOPs should be developed to address structural fire fighting operations specific to basement fires, because these types of fires present a complex set of circumstances and following established SOPs will minimize the risk of serious injury to fire fighters.
During this incident, fire fighters were unable to access the basement, unable to ventilate the basement fire, and unaware of the fire load found within the basement. Initially, the department did not cut a hole in the 1st floor apartment or deli and use their Bresnan distributor, in fear of injuring reported trapped civilians. Note: The Bresnan distributor is a type of cellar nozzle used to suppress fire through steam conversion. The use of a cellar nozzle, like a Bresnan distributor, during the initial stages of the basement fire may have assisted in containing the fire and/or allowing better operating conditions for fire fighters to access the basement.2 Attempts were made to flow water on the 1st floor where fire had vented through, but this effort was not successful. Fire fighters should also recognize that fire venting through a floor is a late indication of a weakened floor system.
Recommendation #2: Fire departments should ensure that the incident commander (IC) receives interior status reports and performs/continues evaluating risk-versus-gain.
Discussion: Among the most important duties of the first officer on the scene is conducting an initial size-up of the incident. A proper size-up begins from the moment the alarm is received, and it continues until the fire is under control. The size-up should also include assessments of risk-versus-gain during incident operations, especially after primary searches have been conducted.2-7 The size-up should include an evaluation of factors such as the fire size and location, length of time the fire has been burning, conditions on arrival, occupancy, fuel load and presence of combustible or hazardous materials, exposures, time of day, and weather conditions. Information on the structure itself should include size, construction type, age, condition (e.g., evidence of deterioration, weathering), evidence of renovations, lightweight construction, loads on roof and walls (e.g., air conditioning units, ventilation ductwork, utility entrances), and available preplan information are all key information that can affect whether an offensive or defensive strategy is employed. The incident commander should be willing to change his strategy and plan based on continued size-ups and risk assessments until the fire is brought under control. Conducting accurate size-ups and receiving interior/exterior status updates is critical to the safety of fire fighters on the incident, rescue/recovery efforts, and overall control of the incident. “The decision to commit interior firefighting personnel should be made on a case-by-case basis with proper risk-benefit decisions being made by the incident commander. The commitment of firefighters’ lives for saving property and an unknown or marginal risk of civilian life must be balanced appropriately.” 8 The fireground is very dynamic, and conditions can either improve or deteriorate based on fire suppression activities, and available resources, and most importantly assessments/size-ups of the incident are necessary to detect a change on the fireground.
During this incident, the fire department was attempting to gain access to reported trapped civilian(s) in a basement. The command post was established at the front of the structure providing views of Side 1 and Side 2. The basement contained heavy smoke and fire and was inaccessible from exterior and interior access doors. The initial IC and the IC who assumed command performed initial size-ups and received radio updates on fire and smoke conditions from personnel working on the incident, but not all interior findings were reported. Crews working in the 1st floor apartment encountered fire venting through the floor on Side 4 as early as 9 minutes after the first apparatus arrived on scene. Ten minutes later, Victim #1 was flowing water on fire that had vented in the corner of Side 3 and Side 4 of the deli. This was the same general area where crews within the 1st floor were working. The only thing separating the apartment and deli was a wall of floor coolers. The basement fire burned uncontrolled for more than 30 minutes while fire fighters continued attempts to gain access to the basement. Incident updates on the radio included transmissions such as “untenable” and “time to get out,” prior to the 1st floor partial collapse. The IC also mistook “water on the fire” as fire fighters actually attacking the basement fire from Side 2. This provided the IC with a false sense of progress on combating the basement fire. Also, during this incident, the IC was at times monitoring multiple radio channels and some additional transmissions may not have been received. Radio transmissions are very important for the IC to hear, acknowledge, and prioritize so that the IC can maintain situational awareness, and accurately and effectively manage and direct fireground operations. A chief’s aid or incident command technician assigned to the IC may have assisted the IC in monitoring the fireground channels and distinguishing key radio traffic and updates. It is reasonable to believe that, as time progressed and basement fire conditions continued to be uncontrolled, that the chances of survival diminished for any potentially trapped civilians exposed to the heat or products of combustion found within the smoke. According to fire investigators with the fire department, only the bodies of Victim #1 and Victim #2 were found within the structure.
Recommendation #3: Fire departments should ensure that crew integrity is maintained at all times on the fireground.
Discussion: Fire fighters should always work and remain in teams whenever they are operating in a hazardous environment.2 Team integrity depends on team members knowing who is on their team and who is the team leader; staying within visual contact at all times (if visibility is low, teams must stay within touch or voice distance of each other); communicating needs and observations to the team leader; and rotating together for team rehab, team staging, and watching out for each other (e.g., practicing a strong buddy system). Following these basic rules helps prevent serious injury or even death by providing personnel with the added safety net of fellow team members. Teams that enter a hazardous environment together should leave together to ensure that team continuity is maintained. 3
During this incident, raw video captured the FAST working on Side 1 of the structure (same side that Victim #1 had entered) during Victim #1’s “Mayday.” At the same time, Victim #2, assigned to the FAST, was seen pointing at Side 1, donning his SCBA, and entering the structure as other fire fighters were exiting from Side 1. The FAST was activated and ordered to Side 2 where it was believed the “Mayday” transmission came from. Victim #2 went missing following the “Mayday” and his whereabouts were unknown until the recovery of Victim #1. Also, Victim #1 entered the deli not realizing that two of his team members from R1 were not following behind. Not verifying your crew is with you and/or working alone increases the risk to individuals and possibly to others during search and rescue efforts. During interviews, the fire department commented on an increase in “freelancing” following the Mayday.
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| Photo 6. Interior view of deli following partial floor collapse and recovery operations. (Photo courtesy of police photographer. From NIOSH REPORT) |
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| Photo 7 . Views of materials stored within basement. (Photos courtesy of police photographer. From NIOSH REPORT) |
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Recommendation #4: Fire departments should ensure that the incident commander (IC) receives accurate personnel accountability reports (PAR) so that he can account for all personnel operating at an incident.
Discussion: An important aspect of an accountability system is the personnel accountability report (PAR). A PAR is an organized on-scene roll call in which each supervisor reports the status of his crew when requested by the IC or emergency dispatcher.2 The use of an accountability system is recommended by NFPA 1500 Standard on Fire Department Occupational Safety and Health Program9 and NFPA 1561 Standard on Emergency Services Incident Management System.10 A functional personnel accountability system requires the following:
- development of a departmental SOP
- training all personnel
- strict enforcement during emergency incidents
As the incident escalates, additional staffing and resources may be needed, adding to the burden of tracking personnel. An incident command board should be established at this point with an assigned accountability officer or aide. As a fire escalates and additional fire companies respond, a chief’s aide or accountability officer assists the incident commander with accounting for all fire fighting companies at the fire, at the staging area, and at the rehabilitation area. With an accountability system in place, the incident commander may readily identify the location and time of all fire fighters on the fireground. A properly initiated and enforced accountability system that is consistently integrated into fireground command and control enhances fire fighter safety and survival by helping to ensure a more timely and successful identification and rescue of a disoriented or downed fire fighter. This department has developed and implemented SOPs governing accountability and even assigns an accountability officer to the IC to assist with radio transmissions and PARs.
An accountability officer was assigned to assist the IC during the incident. A PAR was immediately obtained following the rescue attempts for Victim #1. Victim #1 was identified as “missing,” but Victim #2 was incorrectly identified as “accounted for.” Victim #2 was incorrectly “accounted for” during a second separate PAR. Prior to a third PAR, 50 minutes following the floor collapse, Victim #2 could not be visibly accounted for on the fireground and his whereabouts were unknown. Officers need to visually account for their members prior to providing an “all accounted for” to the IC or accountability officer. Quickly being able to account for all personnel at an incident is paramount and can determine how an IC orders search and rescue efforts or other suppression activities.
Recommendation #5: Fire departments should ensure that a separate incident safety officer, independent from the incident commander, is appointed at each structure fire.
Discussion: According to NFPA 1561 Standard on Emergency Services Incident Management System, 11 “The incident commander shall have overall authority for management of the incident and the incident commander shall ensure that adequate safety measures are in place.” This shall include overall responsibility for the safety and health of all personnel and for other persons operating within the incident management system. While the incident commander is in overall command at the scene, certain functions must be delegated to ensure adequate scene management is accomplished. 10 According to NFPA 1500 Standard on Fire Department Occupational Safety and Health Program, 9 “as incidents escalate in size and complexity, the incident commander shall divide the incident into tactical-level management units and assign an incident safety officer (ISO) to assess the incident scene for hazards or potential hazards.” These standards indicate that the incident commander is in overall command at the scene but acknowledge that oversight of all operations is difficult. On-scene fire fighter health and safety is best preserved by delegating the function of safety and health oversight to the ISO. Additionally, the incident commander relies upon fire fighters and the ISO to relay feedback on fireground conditions in order to make timely, informed decisions regarding risk versus gain and offensive-versus-defensive operations. The safety of all personnel on the fireground is directly impacted by clear, concise, and timely communications among mutual aid fire departments, sector command, the ISO, and the incident commander. NFPA 1521 Standard for Fire Department Safety Officer defines the role of the ISO at an incident scene and identifies duties such as recon of the fireground and reporting pertinent information back to the incident commander; ensuring the department’s accountability system is in place and operational; monitoring radio transmissions and identifying barriers to effective communications; and ensuring established safety zones, collapse zones, hot zones, and other designated hazard areas are communicated to all members on scene.11 Larger fire departments may assign one or more full-time staff officers as safety officers who respond to working fires. In smaller departments, every officer should be prepared to function as the ISO when assigned by the incident commander. The presence of a safety officer does not diminish the responsibility of individual fire fighters and fire officers for their own safety and the safety of others. The ISO adds a higher level of attention and expertise to help the fire fighters and fire officers. The ISO must have particular expertise in analyzing safety hazards and must know the particular uses and limitations of protective equipment. 4
During this incident, the designated department ISO was not dispatched until the incident was upgraded to a 2nd alarm because it occurred after the normal duty shift of the ISO. The ISO did not arrive until rescue/recovery operations had begun on breaching the Side 4 wall. The presence of an ISO throughout this incident would have allowed the IC to focus on supervising the incident while the ISO directed safety operations.
Recommendation #6: Fire departments should ensure that fire fighters use their self-contained breathing apparatus (SCBA) and are trained in SCBA emergency procedures.
Discussion: Fire fighters are tasked at times to operate within environments which pose inhalation hazards (e.g., toxic smoke and oxygen deficiency12), defined by OSHA as immediately dangerous to life and health (IDLH). Proper training along with an implemented and enforced policy or procedure will assist fire fighters with proper maintenance, use, and removal of a SCBA. OSHA 29 CFR 1910.134 (g)(4)(iii) states, “all employees engaged in interior structural firefighting use SCBAs.”13 During this incident, the medical examiner stated both victims died from inhalation of products of combustion. The medical examiner also indicated that the victims’ COHb levels (a measure of carbon monoxide in the bloodstream) were over 50%. Even if nothing but carbon dioxide, water vapor, and nitrogen were present in the fire products and these were to mix with the air being breathed by a fire fighter, then the oxygen percentage would be reduced below the normal 21%. At 15% oxygen, fire fighters can experience lethargy, poor coordination, and confused thinking. The two principal toxins in smoke—carbon monoxide and hydrogen cyanide—act to deprive the brain of oxygen, and their effects would be enhanced due to the lower levels of oxygen in the air.14 Both victims were discovered without their facepieces on.
Due to the smoke conditions, both victims would have had to have been on air when entering the structure. It has not been determined why both victims were found without their facepieces on, but NIOSH investigators have theorized the following possibilities:
- Victim #1 removed his facepiece to transmit his “Mayday.”
- Both victims’ facepieces were unintentionally knocked off when falling into the basement.
- The facepieces were removed because they ran out-of-air or other emergency situation.
Emergencies created by, or associated with, SCBAs can be overcome in several ways. Fire departments can develop and implement a comprehensive respiratory protection program15 that includes fire fighter fitness, training, competency, and skill in SCBA and emergency procedures. Firefighters should remember the first rule in any emergency situation, and that is not to panic. Panic causes increased breathing air consumption and inability to focus on emergency procedures. If fire fighters become lost, trapped, or disoriented they need to focus on managing remaining air in their SCBA cylinder until other fire fighters can make a rescue attempt. Removing one’s facepiece in an IDLH atmosphere can immediately expose the respiratory system to a potentially fatal environment, thus incapacitating an individual. Choosing to leave one’s SCBA facepiece on may be the best chance in providing additional time for a fire fighter to be rescued. Fire fighters should follow their department’s SOPs regarding emergency SCBA procedures and emergency communications.
Recommendation #7: Manufacturers, equipment designers, and researchers should conduct research into refining existing and developing new technologies to track the movement of fire fighters inside structures.
Discussion: Fire fighter fatalities often are the result of fire fighters becoming lost or disoriented on the fireground. The use of systems for locating lost or disoriented fire fighters could be instrumental in reducing the number of fire fighter deaths on the fireground. The National Institute of Standards and Technology (NIST) has been evaluating the feasibility of real-time fire fighter tracking and locator systems for some time.16, 17 Another group researching advanced fire fighter locator and tracking systems is the Maryland Fire Rescue Institute, located at the University of Maryland – College Park.18 Research into refining existing systems and developing new technologies for tracking the movement of fire fighters on the fireground should continue. While it is not clear that the use of this technology in this incident would have prevented the fatalities, such technology could potentially have reduced the search time by aiding rescue teams in pin-pointing the location of the missing fire fighters. This new technology must function properly in the severe fire conditions often encountered during rescue operations.
During the initial stages of the incident, it was not known who was transmitting the Mayday, where exactly they were in the basement, or how they got into the basement. Victim #2 went accounted for approximately 50 minutes before a determination was made that Victim #2 was also missing. It was not until rescue/recovery crews visually located the victims that they accounted for the location of Victim #2. This technology may have assisted the fire department during this incident in more quickly locating Victim #1 and Victim #2.
Of importance, Victim #1’s PASS device was alarming during the Mayday and when he was discovered, but it was reported to NIOSH investigators that Victim #2’s PASS device was never heard. Victim #2’s PASS device was evaluated as part of NIOSH’S NPPTL SCBA inspection. Victim #2’s PASS device failed to function when tested, but after the batteries were replaced within the PASS device, it alarmed appropriately. It has not been determined if the battery life was exhausted prior to Victim #2 going into the structure. It is important to note that the 2007 revision to NFPA 1982 Standard on Personal Alert Safety Systems (PASS) includes new heat and flame resistance requirements resulting from documented reports where PASS devices were not heard during fatal fireground incidents. 19 Laboratory testing conducted by NIST determined that exposure to high temperature environments caused the loudness of the tested PASS alarm signal to be reduced. This reduction in loudness can cause the alarm signal to become indistinguishable from background noise at an emergency scene. Initial laboratory testing by NIST highlighted that this sound reduction may begin to occur at temperatures as low as 300°F. Thus the use of PASS devices meeting NFPA 1982, 2007 Edition requirements is highly recommended.
Recommendation #8: Manufacturers, equipment designers, and researchers should continue to develop and refine durable, easy-to-use radio systems to enhance verbal and radio communication in conjunction with properly worn self-contained breathing apparatus (SCBA).
Discussion: The use of Personal Protective Equipment (PPE) and an SCBA make it difficult to communicate, with or without a radio.20-22 Faced with the difficult task of communicating while wearing a SCBA, fire fighters sometimes momentarily remove their facepieces to transmit a message directly or over a portable radio. Considering the toxic and oxygen-deficient hazards posed by a fire and the resulting products of combustion, removing the SCBA facepiece, even briefly, is a dangerous practice that should be prohibited. Even small exposures to carbon monoxide and other toxic agents present during a fire can affect judgment and decision-making abilities. To facilitate communication, equipment manufacturers have designed facepiece-integrated microphones, intercom systems, throat mikes, and bone conduction mikes worn in the ear or on the forehead.20-22
During this incident, interviewed fire fighters complained of radio transmissions being unintelligible at times or not heard at all. Although NIOSH investigators are not certain why Victim #1 and Victim #2 were found without their facepieces on, one theory is that Victim #1 may have momentarily removed his facepiece to better transmit his Mayday. Fire fighters recall hearing his transmissions as they came across the radio and also emanating clearly from the structure.
Recent testing by the National Institute for Standards and Technology (NIST) of portable radios in simulated fire fighting environments has identified that radios are vulnerable to exposures to elevated temperatures. Some degradation of radio performance was measured at elevated temperatures ranging from 100°C to 260°C, with the radios returning to normal function after cooling down. Additional research is needed in this area.16, 20 Fire service radios also need to be waterproof as normal fireground conditions dictate that radios are frequently exposed to excessive amounts of water during routine use through exposure to hose streams, overspray, water dripping from overhead, etc.
Other Links;
- http://www.wkbw.com/news/local/55764357.html
- http://eriecountyfireblotter.com/?p=10035
- http://commandsafety.com/2010/03/buffalo-ny-three-alarm-fire-and-double-lodd-report/
- http://iafflocal502.com/modules/news/article.php?storyid=102
- http://statter911.com/2009/08/27/buffalos-lt-charles-mccarthy-ff-jonathan-croom-died-of-smoke-inhalation-listen-to-911-calls/
- http://www.bpdny.org/Home/Community/McCarthyGallery
- http://www.bpdny.org/Home/Community/CroomGallery
- http://www.youtube.com/watch?v=rck-YN58Ufw
- http://www.wkbw.com/news/local/55819247.html
- Out of Tragedy: One year later, the lessons from the Buffalo double LODD fire are still fresh
FDNY- August 27, 2006 Walton and East Mount Eden Avenues, Bronx, NY
Floor Collapse at Commercial Structure Fire Claims the Lives of One Career Lieutenant and One Career Fire Fighter – New York (REPORT HERE)
SUMMARY
On August 27, 2006, a 43-year-old male career Lieutenant (victim #1) and a 25-year-old male fire fighter (victim #2) died after the floor they were operating on collapsed at a commercial structure fire. At approximately 1230 hours, crews were dispatched to a fire. The victims’ engine was dispatched at 1236 hours as an additional unit alarm and arrived on the scene at approximately 1240 hours. At approximately 1251 hours, victim #1, victim #2 and fire fighter #1 advanced a 2 ½-inch hand line through the front of the structure and down an aisle toward the rear of the store. The fire was located in the rear interior of the structure (discount store) that sold a variety of numerous small household commodity items. Approximately three minutes later, the structural members supporting the floor directly below the victims failed. The V-shaped collapse of the floor caused victim #1 and victim #2 to fall into the basement and shelving stocked with merchandise to fall in on top of them. Multiple MAYDAYs were transmitted and the fire fighter assist and search team (FAST) was deployed to the front of the structure where they assisted in the rescue of numerous members who had been operating in the interior of the structure at the time of the collapse. Battalion Chief #1, Lieutenant #1 and fire fighter #1 were freed from the debris. At approximately 1415 hours, victim #1 was removed from the debris in the basement and transported to the hospital. He died the next day as a result of his injuries. At approximately 1435 hours, victim #2 was removed from the basement and transported to the hospital where he was pronounced deceased as a result of his injuries.
| F2006-27 | Aug 27, 2006 | Floor collapse at commercial structure fire claims the lives of one career lieutenant and one career fire fighter – New York | PDF |
NIOSH investigators concluded that, to minimize the risk of similar occurrences, fire departments should:
- consider the possibility of a substandard structure when building information is not available from pre-incident plans
- consider the live load of water on the structure and go defensive when water load potentially compromises the structural integrity
Additionally, municipalities should:
- explore means of coordinating information sharing between building and fire departments to increase safety for fire fighters and civilians
- consider conducting inspections on all commercial structures where a change of occupancy has occurred or renovations are known or suspected, giving special attention to non-sprinklered commercial retail structures
RECOMMENDATIONS/DISCUSSIONS
Recommendation #1: Fire departments should consider the possibility of a substandard structure when building information is not available from pre-incident plans, and implement a defensive strategy when no occupants are at risk.
Discussion: The threat of a collapse of some type (i.e. roof, ceiling, floor or wall) is a possibility in any structural fire due to the effects of fire, water application, age, insects, and alterations. It is a high probability that a fire department is unaware of structural defects caused by age, insects and alterations. To minimize the risk of injury or death to fire fighters during structural operations, the size-up and risk assessment includes many factors, which include: age of the building (deterioration of structural members, evidence of weathering, use of lightweight materials in new construction), occupancy, and renovations or modifications to the building.3,4,5
Pre-incident plans are an effective tool in preventing injuries and deaths of fire fighters due to structural collapse. They allow fire departments to determine factors, such as, age of the structure, structural integrity, type of materials used in the structure, and amount of load on the roof that could weaken the supports, etc. However, in numerous cities and towns where buildings number in the hundreds of thousands, fire departments lack the manpower to pre-plan all buildings under their protection. Often fire departments are limited to targeting buildings that have a unique construction or pose a known hazard.
In floor collapses that have occurred, such as those at a New York City drug store (October 17, 1966) and at a Boston hotel (June 17, 1972), there were no warning signs, and no time to act and withdraw fire fighters to safety. At both of these floor collapses, unauthorized alterations on the structure contributed to the structural failure.5
“The potential for structural collapse is one of the most difficult factors to predict during initial size-up and ongoing fire fighting. Structural collapse usually occurs without warning.” 3 When pre-incident plan information on the fire structure is not available, occupants have been evacuated, and evidence of structural deterioration and/or modification cannot be determined, a defensive strategy should be implemented. A defensive strategy would help ensure fire fighter safety and is warranted in structures that lack pre-incident plans, no occupants are at risk, and where the potential for numerous unrecognized hazards exists, such as substandard construction and building deterioration.
Fire departments operating in older businesses and homes should be suspicious of potential alterations and renovations which could result in unsupported loads and unusual voids. These alterations may be hidden by sheetrock (drywall) or flooring and built up flooring which is difficult to detect during inspections and virtually impossible to detect during firefighting operations. The older the structure, the greater the possibility of renovation or remodel.
In this case, there were no current pre-incident plans for the structure; the occupants had evacuated upon the fire department’s arrival, and compromised structural integrity was not immediately evident. Structural alterations had been made to the girders, columns, and floor in order to presumably level and support the floor. A post incident inspection showed 2 x 4 boards being used inappropriately (in orientation and stability) as a floor joist. A cluster of nails were used in lieu of bolts to attach gusset plates to the columns and girders. Sheets of plywood were added to the floor with no structural support around the sheet’s edges nor at 12”, 16” or even 24” intervals in accordance with standard building codes. Subflooring (i.e., plywood, wafer board, etc.) needs to be fastened around the sheet’s edges and at interval spacing (generally every 16 inches, but spacing may vary according to load requirements) to support floor joists. The interior support members of the structure suffered from severe rot at the base of the timber columns.
Recommendation #2 : Fire departments should consider the live load of water on the structure and go defensive when water load potentially compromises the structural integrity.
Discussion: A forensic engineering analysis of the fire building demonstrated that the weight of water added to the building from the fire fighting operations was approximately 50% of the rated structural capacity of the floor.2 As noted previously, however, timbers that supported the ground floor had rotted. Thus, the actual structural capacity of the floor was less than rated. Although the ultimate cause of the collapse was the rotted timbers, the weight of the water applied during the fire fighting operations, in addition to the weight of fire fighters, store merchandise, etc., likely contributed to the collapse. Given the many unknowns during fire fighting operations, including in most incidents the rated capacity of floors, incident commanders need to continuously consider the impact of water weight on structural integrity, and shift to defensive strategies when structural integrity is potentially compromised.
Firefighting operations can drastically increase the live load on the fire building. This can be due to the weight of:
- the firefighters with their protective equipment and tools,
- the hose-line brought into the fire building, and
- the water used to attack the fire6.
A 2 ½ -inch hose-line can deliver approximately 250 gallons of water per minute. 5 This adds about 2,082 pounds per minute into the fire building. If multiple hose-lines are operating, the weight of the water can be tremendous.
When operating in an offensive mode, a buildup of water within a building requires that immediate action be taken to alleviate these conditions. 6 The remedy may be as simple as controlling the excess flow from the hose-line or moving fire debris that is restricting runoff. When using large amounts of water, it is always advisable to provide for drainage when necessary. This can be accomplished any number of ways from chutes with traps to actual holes drilled to provide relief. 6
It must be recognized that at the same time that this additional weight is being introduced into the fire building, the fire and water are weakening the structure. Under these conditions, a defensive strategy is best when no civilians are in the structure. 5
In this case, civilians had evacuated the fire building upon the fire department’s arrival. The structures’ configuration only enabled an initial attack through the front of the structure and down narrow aisle ways to the rear of the structure where the origin of the fire was located. Prior to the collapse, three 2 ½-inch hose-lines (operating 17 minutes, 8 minutes, and 2 minutes, respectively) were flowing water through and into the rear of the structure. The added weight and flow of the water could have contributed to the floor collapse because of the rotted support columns decreasing the timber frame system’s ability to equalize the water load across the floor.
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| Diagram 2. Shows location of victims on the structure’s floor above the girder that failed. From the NIOSH REPORT |
Additionally,
Recommendation #3 : Municipalities should explore means of coordinating information sharing between building and fire departments to increase safety for fire fighters and civilians
Discussion: Information on building construction, renovations, and alterations can help Incident Commanders develop strategies and tactics that effectively fight fires while attending to fire fighter safety. Pre-incident plans are a useful tool for ensuring that fire departments and Incident Commanders have information on building construction and contents to guide decision-making on the fireground. In urban areas with large numbers of existing structures, it may not be feasible to develop pre-incident plans for all or most structures, and for fire departments to regularly revisit structures to update pre-incident plans. Municipal building departments that issue building permits and conduct code inspections may collect, or be in position to collect, information that may be useful to fire departments. Municipalities should consider exploring mechanisms by which building information relevant to fire fighter and civilian safety can be collected and shared between building and fire departments. As one example, building departments could notify fire departments when building permits are issued. This would result in fire departments being aware of these building alterations, and to possibly target these buildings for a pre-incident plan. Priority should be given to sharing such information for targeted hazards identified by fire departments.
Recommendation #4: Municipalities should consider conducting inspections on all commercial structures where a change of occupancy has occurred or renovations are known or suspected, giving special attention to non-sprinklered commercial retail structures
Discussion: Occupancy changes understandably occur with great frequency. However, every effort should be made as new permits are issued to aggressively inspect any occupancy change. It is critical that municipalities assess that any renovations or remodeling meets current codes, and that original and renovated supports are capable of supporting the new occupancies. These building inspections should specifically consider the loading or redistribution of stock to ensure that flooring can handle dead and live loads.
Other Links;
- Lessons Learned: Fatal, Illegal Renovation in the Bronx, August 2006 A must Read from the Backstepfirefighter.com
- http://www.nytimes.com/2006/08/29/nyregion/29profile.html
- http://www.firefightermemorial.net/Html/news060828-1.html
- http://www.coppaphotos.com/PHOTOJOURNALISM-2006/FDNY-Funeral-for-LT-Howard/1853521_kAYjh#92997571_6sDD5
- http://www.brettsfirephotos.com/Memorial/August-28-2006/4466508_bEU3r#360161604_iFzNb
- http://www.michaelcreillyscholarship.org/Pages/AboutMike.html
Chicago Firefighters battled an (3-11) extra-alarm blaze saturday afternoon in the Lakeview neighborhood on the City’s North Side.
The extra alarm was called around 14:00 h0urs for a building on the 800 block of West Cornelia Avenue, bringing more than 100 CFD firefighters to the scene, according to preliminary information from Fire Media Affairs and reports publishedon Chicagoland media outlets.
About 15:00 hours the alarm was raised to a 3-11 alarm, and added an Emergency Medical Services Plan 1 mostly as a precaution, according to published erports.
At least one firefighter was checked over because of the extreme heat, but there were no immediate reports of other injuries, he said.
The fire has affected at least two buildings, including one 3-story courtyard apartment building.
- Chicagoareafire.com Fire Link, HERE
- http://www.chicagotribune.com/news/local/breaking/chi-lakeview-fire-20110827,0,7217085.premiumvideo
- http://www.wgntv.com/videogallery/64291964/News/Video:-Fire-burns-at-Lakeview-apartment-building
- http://www.nbcchicago.com/multimedia/RAW__Lakeview_Fire_Chicago-128534913.html
- http://www.suntimes.com/news/metro/7318153-418/lake-view-fire-engulfs-rear-porches-of-apartment-buildings.html
- Fire Ground Photos, HERE
- http://www.nbcchicago.com/news/local/lakeview-fire-128531558.html
View more videos at: http://www.nbcchicago.com.
ALSO: Earlier Fire sends several firefighters in for Heat Exhaustion; HERE
Four Chicago firefighters have been injured while battling a fire in the city’s West Englewood neighborhood Thursday night according to news media outlets. The fire was located within a 1-1/2 story wood frame residential occupancy in which fire suppression operations were underway.
Fire companies operating within the attic area with attack lines operating, experienced rapidly degrading conditions in which published reports indicated the “room lit up” suggesting a possible flashover condition. It was reported that vertical ventilation had been completed on the gable style roof and that coordinated company operations were well established both on the number one floor, within the attic and on exterior support operations.
Research indicates the house was built in 1905 and has 990 square feet of space. Constructed of balloon wood framing, the 1-1/2 story single family residential occupancy is typical of this vintage style housing.
A series of links and videos are attached;
- ABC WLS-TV HERE
- Chicago Tribune, HERE
- Chicago Tribune Photo Gallery, HERE
- USFA Report: Attic Fires in Residential Buildings Report
- CommandSafety.com: Roof and Ceiling Collapses DCFD and Gary FD
- NIOSH: Career fire fighter dies after being trapped in a roof collapse during overhaul of a vacant/abandoned building – Michigan
UPDATED: “Fire commissioner credits quick rescue: ‘It’s a matter of seconds ‘
Chicago’s fire commissioner credited the quick response of rescuers after firefighters were hit by a flash of flames while working in the attic of a home in theWest Englewood neighborhood. “It’s a matter of seconds before we would have had a different outcome,” Fire Commissioner Robert Hoff said at Loyola University Hospital, where two of the four firefighters injured in the blaze remained hospitalized.
As reported by the Chicago Tribune (HERE) The fire started in the basement of a 1 1/2-story home in the 7000 block of South Justine Street and spread through the walls to the attic, Hoff said. As firefighters ventilated the roof and worked to extinguish the blaze, they were not aware of fire burning inside the walls behind them, Hoff said. Flames suddenly “lit up on them,” he said. “This is an example of how extremely dangerous and unpredictable this job is,” said Tom Ryan, president of Chicago Firefighters Union Local 2. “There is no such thing as a routine fire.”
The two firefighters still hospitalized are a 52-year-old captain who suffered burns to his ears and back of the neck; and a 31-year-old firefighter with burns to his left hand and forehead. They suffered the burns when their masks were knocked loose as they tried to escape, Hoff said. Both are from Engine 54 and are stable, Hoff said.
A third firefighter who was taken to Loyola was released early this morning, and a fourth taken to Mount Sinai Hospital Thursday night. Fire Officials credited the Fire Department’s five-person rapid intervention team — which is routinely called to fires — for responding so quickly.
View more videos at: http://nbcchicago.com.
Construction Insights for Typical Gabled Roof Attic with enclosed knee wall voids (typical examples) Occupied or Storage Attic Space Enclosure

Firefighters work at a fire site in Hung Hom, south China's Hong Kong, June 15, 2011. Four were killed and 19 others injured. (Xinhua/Lui Siu Wai)
Fire Death Rate Trends: An International Perspective
The United States still has one of the highest fire death rates in the industrialized world, but our standing has greatly improved. Falling from among the top three nations in terms of the fire death rate two decades ago, the United States now has the tenth highest fire death rate, putting the Nation in the upper half of the countries reviewed.
The report, Fire Death Rate Trends: An International Perspective (PDF, 584 Kb), was developed by USFA’s National Fire Data Center. The analyses in this report reveal the magnitude of the fire death problem; trends in overall rates and differences between the countries are also explored.
The report is part of the Topical Fire Report Series and is based on fire death data from the World Fire Statistics Centre and U.N. Demographic Yearbook population estimate data.
According to the report:
- From 1979 to 2007, fire death rates per million population have consistently fallen throughout the industrialized world. The North American and Eastern European regions’ fire death rates have fallen faster than other regions.
- From 1979 to 2007, the fire death rate in the United States declined by 66 percent. Today, the United States still has one of the higher fire death rates in the industrialized world, however, its standing has greatly improved.
- Japan, a leader in fire safety, shows a slight worsening of fire death rates over the years studied.
Topical reports generally explore facets of the U.S. fire problem as depicted through data collected in the National Fire Incident Reporting System (NFIRS). Each topical report briefly addresses the nature of the specific fire or fire-related topic, highlights important findings from the data, and may suggest other resources to consider for further information.
References and Links
- Fire Death Rate Trends: An International Perspective (PDF, 584 Kb)
- World Fire Statistics Centre (WFSC)
- World Fire Statistics Report 2010: http://www.genevaassociation.org/PDF/WFSC/GA2010-FIRE26.pdf
- USFA Statistics: http://www.usfa.dhs.gov/statistics/
Fire in the United States Fifteenth Edition (2003-2007) (PDF, 5 Mb)
- 14th Edition (PDF, 4.1 Mb)
13th Edition (PDF, 1.3 Mb) - 12th Edition (PDF, 2.3 Mb)
11th Edition (PDF, 1.7 Mb) - 10th Edition (PDF, 2.0 Mb)
9th Edition (PDF, 3.7 Mb)
Profile of Fire in the United States Fifteenth Edition (2003-2007) (PDF, 1.3 Mb)
- 14th Edition (PDF, 2.7 Mb)
- 13th Edition (PDF, 806 Kb)
- 12th Edition (PDF, 1.7 Mb)
Join in on Wednesday August 17th at 9pm ET for another special and exciting program continuing our series discussion on the Emerging Tactical Renaissance in the Fire Service.
Taking it to the StreetsTM, radio program hosted by highly regarded national instructor, author, lecturer and fire officer Christopher Naum, continues to provide provocative insights and dynamic discussions with leading national fire service leaders and guests on important issues affecting the American Fire Service with applications internationally within the tradition and brotherhood of the Fire Service.
This edition of Taking it to the StreetsTM the program will be looking at the New Fire Ground and the First-Due
Joining the program will be two special guests: Divison Chief Ed Hadfield (CA) and Deputy Chief Jason Hoevelmann (MO) providing a great opportunity to listen to perspectives from coast to coast and the heartland.
Join in on what is certainly going to be an insightful look and discussion of the New Fire Ground and the issues affecting the First-Due Officer and Command…
Both Divison Chief Ed Hadfield (CA) and Deputy Chief Jason Hoevelmann (MO) are speakers at the Gateway Midwest Fire & Leadership Training Conference brought to you by Go Forward Training and coming to the St. Charles/St.Louis, Missouri metro area on October 21-23. 2011. I also have the honor of lecturing and presenting two programs, one of which one will be co-presented with my good friend and colleague Lt. John Shafer. (The GreenMaltese.com HERE)
Incorporating and facilitating the latest training delivery concepts and methodologies and integrating current and emerging technology, social media platforms, eMedia and internet based content management material in order to provide unparalleled fire service curricula, training and education, The Command Institute, Buildingsonfire.com and Fire Fighternetcast.com will be integrating content across a number of platforms to provide you with supportive information and training that will ultimately integrate with the direct training deliveries at the conference.
This segment of Taking it to the Streets on FirefighterNetcast.com is the first step in achieving that goal and process. Look for more integrated materials, exercises and eMedia on CommandSafety.com, TheCompanyOfficer.com and Buildingsonfire.com
- Check this out before the show on Wednesday on TheCompanyofficer.com; Deployment Decisions: Defining Operations on the First-Due
Grab a cup of coffee and sit down for a special one hour program with Taking it to the Streets on FirefighterNetcast.com where we’ll be discussing developing concepts, methodologies and operational perspectives affecting today’s emerging and evolving fire ground and the new considerations for the First-Due with Christopher Naum and fire service leaders, Division Chief Ed Hadfield and Deputy Chief Jason Hoevelmann.
Join in on the live open discussion with other fire service personnel from around the country.
Taking it to the StreetsTM is a monthly radio show featured on BlogTalk Radio and is hosted by nationally renowned fire service leader Christopher Naum, a 36-year fire service veteran and highly regarded national instructor, author, lecturer and fire officer and the distinguished leading national authority on building construction and fire ground operations. Taking it to the StreetsTM is a Buildingsonfire.com Series and FireFighternetcast.com Production, © 2011 All Rights Reserved
Check out the latest downloads of recent programs in the archives by visiting Taking it to the Street’s webpage on Firefighternetcast.com or for program insights at CommandSafety.com.
Building Construction Training for Fire Service Commanders, Company Officers and Firefighters
No commentsWe’ve got an advance look at some of the new training and lecture offerings coming out this fall and for 2012 that will be offered commencing in October for the Buildingsonfire Series produced and offered by the Command Institute and Buildingsonfire.com.
Buildingsonfire -2012 Building Construction and Systems Training for Fire Service Commanders, Company Officers and Fire Fighters
An intense and concentrated series of exceptional training programs examining trends and methods in building construction for the fire service with an emphasize on construction and occupancy risk assessment, structural and construction systems, and their direct relationship on structural combat firefighting operations, firefighter survivability and the command decision-making process. Understand building systems and occupancy performance under fire conditions is mission critical with new and emerging technical information and data that is redefining tactical and operational models and firefighting protocols with new rules of engagement.
Firefighters and Officers will gain a new understanding of inherent construction features and hazards that directly influence effective risk management and decisive strategic and tactical considerations with a focus on key construction features, inherent occupancy profiles that will influence strategic, tactical and task level operations and crucial assembly systems affected by fire dynamics, extreme fire behavior and combat fire suppression operations. These programs & seminars examine crucial considerations for Reading the Building, Occupancy Risk Profiling, Adaptive Fireground Management, Tactical Patience, Predicative Occupancy Performance and Construction Resiliency correlating building construction performance toward combat structural fire suppression operations. Case studies will reinforce concepts presented and evoked open discussion and dialog on building construction and operational safety.
Programs utilize extensive multimedia, interactive activities, case studies and simulations to reinforce course content & subject areas providing exceptional learning opportunities.
New Seminars and Lecture Program Offerings; (Selected Topics)
- Building Construction for the Company and Command Officer
- The Rules of Combat Fire Engagement & Tactical Operations
- Reading the Building: Predictive Occupancy Profiling
- The New Fireground: Engineered Systems, Construction & Tactics for the Company and Command Officer
- Adaptive Fire Ground Management for Command and Company Officers
- Building Construction and Tactical Operations
- The Anatomy of Buildingsonfire 2012
- Five Star Command & Fire Fighter Safety
- The Doctrine of Combat Fire Operations 2012
- Extreme Fire Behavior & Fireground Operations
- Predictive Building and Occupancy Performance
- Tactical Entertainment and Firefighter Safety
- Dynamic Risk Assessment & Firefighting Operations
- Roof Construction for Truck Company Operations
- Occupancy Risk Profiling and Firefighting Strategy & Tactics
- New Residential Construction and Operational Considerations
- Tactical Renaissance: Combat Fire Engagement and the New Fire Ground
- The Anatomy of Buildingsonfire; LODD Case Studies and Near Miss Lessons Learned
- Building Construction and Operational Safety in Buildings of Ordinary Construction
- Building Construction and Tactical Safety in Commercial Buildings
- Keynotes ,Lectures, Special Presentations & Programs Available
- Other Building Construction , Command, Tactic, Fire Fighter Safety and Operations programs available
Download the Program Announcement for Building Construction for the Fire Service Training Programs HERE
Building Construction for the Fire Service Training Programs for 2012 by Buildingsonfire.com
Keynote and General Session Programs that will be available for 2012 include;
Keynote Topics:
- The New Adaptive Fire Ground in 2012
- Tactical Patience
- Buildingsonfire 2012
- What’s on YOUR Radar Screen?
- Achieving Operational Excellence and Safety
- Command Compression and Tactical Entertainment
- The Evolving Fireground: Are You Ready for the Changes?
- Command Resiliency for Operational Excellence
- Tactical Renaissance and the New Rules of Combat Fire Engagement
Upcoming:
Check out the program presentations we’ll be making at the Gateway Midwest Fire & Leadership Training Conference ( Missouri) and at the Liberty Regional Fire & Leadership Training Conference (PA) this fall.
Take the time to check out the new Training Program Offerings from Go>Forward Training’s Gateway Midwest Fire & Leadership Training Conference, HERE and the Liberty Regional Fire & Leadership Training Conference HERE
- About Go>Forward Training, HERE
In this week's issue of the National Fire Fighter's Near-Miss Reporting System's Report of the Week (ROTW) an informative focus was provided on near-miss reports related to ceiling collapse. We're posting the ROTW alert in it's entirety below and are expanding upon this discussion to include materials previously posted on Buildingsonfire.com from the posts that surrounded the LAFD LODD of Firefighter Glenn L. Allen who was killed in the line of duty as a result of being trapped beneath rubble when the roof and ceiling collapsed during a blaze at a 12,000-square-foot mansion in the Hollywood Hills on Feb. 17, 2011. (HERE and HERE)
Included in that reporting was expanded information on gypsum wall board ceiling systems. If you don't know about the National Fire Fighter's Near-Miss Reporting System and the Report of the Week (ROTW) follow these links HERE , HERE and HERE. More importantly, get involved and post some of your current OR past near-miss experiences and close calls, so the fire service can learn and everyone can go home. www.firefighternearmiss.com. Check out the extensive resources and materials avaiable on the site to support your training and operational needs.
From the NMRS & ROTW;
The collapse of a ceiling is one of the more disorienting situations a firefighter can face. Sixty near-miss reports are returned when the keyword "ceiling collapse" is typed into the text box on www.firefighternearmiss.com. Each of these accounts provides lessons on the value of heightened situational awareness, correct use of PPE, rigorous training, and recognizing the effect of fire on building materials. The National Fire Fighter's Near-Miss Reporting System'ss Report of the Week (ROTW) featured report this week, 11-025, recounts one example.
"Our station was dispatched for a residential structure fire and we responded with two engines and four on-duty personnel… The near-miss happened about 30 minutes into the fire and there were two hoselines in place. One hoseline was on the second floor and one hoseline was on the first floor. Most of the fire was extinguished and overhaul was in progress. There were three members of my crew pulling ceiling to reach hot spots. The lieutenant stated to be careful because the floor above was moving when pulling down on overhead material. The firefighter and the lieutenant continued to pull down the ceiling. This is when the second floor collapsed down into the first floor and the room that we were in…"
The overhead world of a fire scene is fraught with hazards. Many of the hazards we can dispassionately discuss at the kitchen table, but seem to overlook when we are engaged in firefighting. Electrical wiring, telecommunication cables, structural support systems and storage are all elements hidden behind the drywall. Whether you are looking up at a ceiling that covers an attic or an upper floor, shoving your hook through the drywall is usually a benign act that simply pulls down a section of sheetrock to expose the hidden area above. However, it can also be a catastrophic act that brings down an entrapment hazard that has you fighting for survival.
Once you have read the entire account of 11-025, and the related reports, consider the following:
- Before ceiling pulling begins, is there an assessment of the structural stability and review of what might be behind the drywall before the first piece is removed?
- Do you and your crews observe best practices when pulling ceilings (i.e., starting at the doorway and working into the room, noting the location of structural members through visual notation of nails, "shadowing" or "ghosting" of studs, etc.) before pulling ceilings?
- Do you consider limiting the number of personnel in a room when ceilings and walls are being pulled?
- Who is responsible for ensuring utilities have been controlled before pulling ceilings and walls? How is utility control documented and confirmed before ceiling pulling begins?
- What is the likelihood that the space above the ceiling you are pulling is being used for storage? If storage is noted, can you determine what effect pulling down the ceiling will have on the structural members resisting the weight of the storage?
Overhaul activities occur during a transitional time in the firefighting process. The adrenaline and effort of the fire attack begins to fade, but there is still enough pent up energy that some members of the crews are propelled from one action to another without an assessment of conditions. The thinking officer and crew make periodic assessments, or benchmarks, to ensure the incident reality still matches the company's perception.
Related Reports- Topical Relation: Ceiling Collapse
05-553
06-292
07-889
08-305
09-465
10-847
Have you escaped a ceiling collapse due to exceptional vigilance? Have you ever gotten caught in a ceiling collapse? Submit your report to www.firefighternearmiss.com today so everyone goes home tomorrow.
Note: The questions posed above from the NFFNMRS-ROTW by the reviewers are designed to generate discussion and thought in the name of promoting firefighter safety. They are not intended to pass judgment on the actions and performance of individuals in the reports.
The Following is reposted from Buildingsonfire.com ; ( The LAFD LODD link is HERE)
Gypsum Board Ceiling Systems and Firefigher Safety
The recent events in Los Angeles and the line of duty death of veteran LAFD Firefighter Glenn Allen who died Friday from injuries he sustained when a ceiling collapsed on him in a house fire late Wednesday night in the Hollywood Hills again gives us pause to reflect on the demands and hazards present at all fire suppression operations in buildings on fire. The past two months have borne consist reports of floor, roof, wall and ceiling collapses leading to firefighter injuries and line of duty deaths.
The importance of maintaining heightened situational awareness, identifying and monitoring suspected or inherent building construction hazards coupled with inherent occupancy risk factors, and aligning those with strategic objectives, incident actions plans and tactical deployment operations. Building Knowledge equating to firefighter safety is still a driving principle that is formulative to all firefighting operations in buildings, occupancies and structures. Let’s take this opportunity to gain some insights into the material that compromises nearly all wall and ceiling membrane systems and assemblies in nearly all buildings, occupancies and structures; that is gypsum board components.
I’ve included a number of video clips that center on our discussion, as the videos center on the operation parameters at this extremely large (floor area/square footage) residential occupancy. Most clips have good coverage of the structure and firefighting efforts. Take a few moments to review these clips before you proceed;
Gypsum board is the generic name for a family of panel-type products consisting of a noncombustible core, primarily of gypsum, with a paper surfacing on the face, back, and long edges.
In 1888, Augustine Sackett used plaster of Paris sandwiched between several layers of paper to produce what would eventually become "Sackett Board," the original gypsum board. By the 1950s, many innovations in gypsum board technology had been developed, including the listing of many fire-resistance rated designs, rounded edges, specialized nails, curved partitions, studless partitions, sound control systems, lightweight gypsum lath, plaster, and gypsum board systems that fueled a boom period for the use of gypsum products in both the residential and commercial construction industries.
By 1955, an estimated 50 percent of new homes were built using gypsum wallboard. Lightweight gypsum board systems permitted the use of lightweight steel in steel framed buildings, which enabled the widespread growth of high-rise residential and commercial construction during the 1960s and 1970s.
Today gypsum board, along with a variety of other gypsum panel products, continues to serve as a preferred building material in both residential and commercial construction for interior walls and ceilings, exterior sheathing, fire-resistant partitions and membranes, and liner material for elevator shafts and stairwells. These properties make gypsum board well suited for building and space types requiring cost-effectiveness as well as fire resistiveness and maintainability.
Gypsum board is often called drywall, wallboard, or plasterboard and differs from products such as plywood, hardboard, and fiberboard, because of its noncombustible core. It is designed to provide a monolithic surface when joints and fastener heads are covered with a joint treatment system.
Gypsum is a mineral found in sedimentary rock formations in a crystalline form known as calcium sulfate dehydrate. One hundred pounds of gypsum rock contains approximately 21 pounds (or 10 quarts) of chemically combined water. Gypsum rock is mined or quarried and then crushed. The crushed rock is then ground into a fine powder and heated to about 350 degrees F, driving off three fourths of the chemically combined water in a process called calcining. The calcined gypsum (or hemihydrate) is then used as the base for gypsum plaster, gypsum board and other gypsum products.
To produce gypsum board, the calcined gypsum is mixed with water and additives to form a slurry which is fed between continuous layers of paper on a board machine. As the board moves down a conveyer line, the calcium sulfate recrystallizes or rehydrates, reverting to its original rock state. The paper becomes chemically and mechanically bonded to the core. The board is then cut to length and conveyed through dryers to remove any free moisture.
Gypsum manufacturers also rely increasingly on “synthetic” gypsum as an effective alternative to natural gypsum ore. Synthetic gypsum is a byproduct primarily from the desulfurization of the flue gases in fossil-fueled power plants. Gypsum board is an excellent fire resistive material. It is the most commonly used interior finish where fire resistance classifications are required. Its noncombustible core contains chemically combined water which, under high heat, is slowly released as steam, effectively retarding heat transfer. Even after complete calcination, when all the water has been released, it continues to act as a heat insulating barrier. In addition, tests conducted in accordance with ASTM E 84 show that gypsum board has a low flame spread index and smoke density index. When installed in combination with other materials it serves to effectively protect building elements from fire for prescribed time periods.
Developed through modern technology as a result of specific requirements, gypsum board is mainly used as the surface layer of interior walls and ceilings; as a base for ceramic, plastic, and metal tile; for exterior soffits; for elevator and other shaft enclosures; as area separation walls between occupancies; and to provide fire protection to structural elements. Most gypsum board is available with aluminum foil backing which provides an effective vapor retarder for exterior walls when applied with the foil surface against the framing.
Standard size gypsum boards are 4ft. wide and 8, 10, 12, or 14 ft. long. The width is compatible with the standard framing of studs or joists spaced 16 in. and 24 in. on center. Some thicknesses and types of gypsum board are also produced as a standard 54 in. width material. Other lengths and widths are available as special order materials.
- Depending on thickness and type of gypsum board, the weight can vary from 2 – 4 lbs./ per square foot
- A typical 4 ft. x 8 ft. sheet of 5/8-in gypsum board can weigh 96 lbs.
- A 4ft. x 12ft. sheet can weigh upwards of 150 lbs.
- In large span designs with attachments varying from 16 inches on center to 24 inches on center with z-strips or resilient channels attached to the structural members; these ceiling panels and assemblies can fail and collapse in a monolithic manner creating a significant safety concern to operating companies below.
- As an example a 12ft x 12ft. monolithic assembly collapse ( single layer-gypsum board only) could have a collapse weight of 500 lbs.
- Add the weight of compromised and attached structural members components, fixtures and insulation and the absorption of added water into the gypsum board from hose streams the combined weight of the collapse area may increase to 800-1000 lbs. Increase the size of the collapse area and the weight impacting operating companies is significant.
The various thicknesses of gypsum board available in regular, type X, improved type X and pre-decorated board are as follows:
- ¼-in. A low cost gypsum board used as a base in a multi-layer application for improving sound control, or to cover existing walls and ceilings in remodeling.
- 5/16-in. A gypsum board used in manufactured housing.
- 3/8-in. A gypsum board principally applied in a double-layer system over wood framing and as a face layer in repair or remodeling.
- ½-in. Generally used as a single-layer wall and ceiling material in residential work and in double-layer systems for greater sound and fire ratings.
- 5/8-in. Used in quality single-layer and double-layer wall systems. The greater thickness provides additional fire resistance, higher rigidity, and better impact resistance.
- ¾-in. Used in a similar manner to 5/8-in.
- 1 in. Used in interior partitions, shaft walls, stairwells, chaseways, area separation walls and corridor ceilings. Manufactured only in 24 in. wide panels and usually installed as an integral part of a system.
Depending on the type and the use, gypsum board is manufactured with a tapered, square, beveled, rounded, or tongue and groove edge. Some gypsum board types may incorporate a combination of different edge types. The fire resistance of gypsum board can be described using three distinct terms: regular core, type ‘X’ core and improved type ‘X’ core.
Regular core gypsum board is made of a noncombustible core material composed mainly of gypsum. Although it does not have the specially enhanced fire-resistive properties of type ‘X’, regular core gypsum board affords a degree of natural fire resistance.
In the 1940s different gypsum board formulations were investigated to increase the naturally occurring fire resistance of regular core gypsum board. A new product was eventually introduced that clearly demonstrated “eXtra” fire resistance, hence the name “type X.” The basic components of type ‘X’ that give it a superior fire resistance are gypsum, glass fibers, and vermiculite.
In the 1960s, further modifications were made to the original successful type ‘X’ formulations of gypsum board used in some systems – particularly ceiling systems – without compromising the fire-resistive qualities. The new product demonstrates additional fire resistance over type ‘X’ core, and thus the term “improved type X” was coined. Gypsum board products make up the predominant portion of a family of materials identified as gypsum panel products. Gypsum panel products are defined as sheet materials consisting essentially of gypsum. They can be faced with paper or another material, or may be unfaced. Gypsum board, glass-faced sheathing materials with a gypsum core and unfaced gypsum-based products are all considered to be gypsum panel products. Technically, gypsum board is defined as the generic name for a family of sheet products consisting of a noncombustible core, primarily of gypsum, with a paper surfacing on the face, back, and long edges. In recent years the family of gypsum-based panel materials has grown to include panel products other than those with the familiar paper facers. A number of specialized gypsum panel products and gypsum boards have been developed for specific uses which include:
- Gypsum Wallboard for interior walls and ceilings
- Gypsum Ceiling Board for interior ceilings
- Type X Gypsum Board for fire-resistance-rated building systems
- Fiber Reinforced Gypsum Panels for interior and exterior walls, ceilings, and tile base
- Gypsum Sheathing for exterior walls and roof systems
- Glass Mat Gypsum Substrate for use as sheathing on exterior walls and ceilings
- Gypsum Soffit Board for use on exterior soffits and ceilings
- Water-Resistant Gypsum Backing Board for use as a tile base
- Glass Mat Water-Resistant Gypsum Backing Board for use as a tile base
- Gypsum Backing Board for use as a base for multi-ply systems
- Gypsum Lath for use as a base for gypsum plaster
- Gypsum Plaster Base for use as a base for veneer plaster
- Gypsum Shaft Liner Board for shaft, stairway, and duct enclosures
- Pre-decorated Gypsum Board for accent walls, office and movable partitions
- Foil backed gypsum board for use as a vapor retardent
Identified by their technically correct names, gypsum board products are as follows: Gypsum Wallboard is produced primarily for use as an interior surfacing for buildings. It is the most often used commodity gypsum board and annually accounts for over 50 percent of all the gypsum board manufactured and sold in North America. Gypsum wallboard has a manila-colored face paper and is manufactured in a variety of thicknesses as both a regular- and a fire-resistant core material.
Gypsum Ceiling Board is an interior surfacing material with the same physical appearance as gypsum wallboard. Gypsum ceiling board is manufactured as a ½-inch thick material; it is designed for application on interior ceilings, primarily those intended to receive a water-based texture finish. It has a sag resistance equal to 5/8-inch thick gypsum wallboard.
Predecorated Gypsum Board has a decorative surface which does not require further treatment. The surfaces may be coated or painted, printed, textured, or have a film – such as vinyl wallcovering – applied. It is manufactured in a variety of thicknesses as both a regular- and a fire-resistant core material.
Water-resistant Gypsum Board is a gypsum board designed for use on walls primarily as a base for the application of ceramic or plastic tile. It is readily identified by its green-tinted face paper and is commonly referred to as “Greenboard.” It has a water-resistant core and a water-repellent face and back paper; it is generally installed in bath, kitchen, and laundry areas.
Gypsum Backing Board, Gypsum Coreboard, and Gypsum Shaftliner Panel are all designed to be used as base materials in multi-layer, solid and semi-solid, and shaftwall systems. Gypsum backing board is used as a base layer for other gypsum board materials in systems or as a base for dry claddings such as acoustic tile. Gypsum coreboard and gypsum shaftliner are manufactured with a type X core, using a specific edge configuration to facilitate installation into specialized stud systems and a type X core.
Exterior Gypsum Soffit Board is designed for use on the underside of eaves, canopies, carports, soffits, and other horizontal exterior surfaces that are indirectly exposed to the weather. It has water-repellent face and back paper and is more sag-resistant than regular wallboard. Exterior gypsum soffit board can be manufactured with a type X core and typically has a light brown face paper.
Gypsum Sheathing Board is used as a backing under exterior siding or cladding. It has a water-repellent face and back paper and can be manufactured with a water-resistant core. Depending on the thickness of the board, gypsum sheathing board is manufactured with either a square or a tongue-and-groove edge and a fire-resistive core. It generally has a brown or light black face paper.
Gypsum Base for Veneer Plaster has a distinctive blue-tinted face paper that is treated to facilitate the adhesion of thin coats of hard, high strength gypsum veneer plaster. It is produced in sheets that are the same width as gypsum wallboard and can be manufactured with a fire-resistive core. Application of Gypsum Board
A wide variety of gypsum board application methods are available to meet virtually any need in building design and construction. Gypsum board is applied in either single-layer or multi-layer systems to achieve specific fire or sound ratings. Gypsum board is applied over wood or steel framing or furring. It is also applied to masonry or concrete surfaces, either laminated directly or attached to wood furring strips or steel furring channels. Gypsum board ceilings can be directly attached to joists or trusses or attached to furring or grid systems suspended below structural members. Gypsum board is generally attached to the framing with nails, screws, or staples. Although nails are commonly used in wood frame construction, screws are often preferred because they are applied with automatic screw guns, have excellent holding power, and reduce the possibility of nail pops. A combination of nails and screws may also be used, with nails along edges and screws in the field. Staples are used because they are economical and can be quickly applied with staple guns; however, the use of staples should be limited to the base-layer in multi-layer systems or to gypsum sheathing on wood framing. Gypsum board wall and ceiling surfaces are typically decorated with paint, texture, wallpaper, tile, or paneling. When pre-decorated gypsum board is used, joints are generally covered with matching molding or battens; no additional finishing or decoration is necessary. Single-Layer Application
- Single-layer gypsum board applications are the most common in light commercial and in residential construction.
- These systems rely on one layer of gypsum board attached to framing or furring.
- Although single-layer gypsum board systems are generally adequate to meet most minimum requirements for fire resistance and sound control, multi-layer systems are preferred for higher quality construction and to upgrade beyond the "bare minimums" of many code requirements.
Multi-Layer Application
- Multi-layer systems have two or more layers of gypsum board and are used to meet higher sound and fire resistance requirements or to enhance these comfort and safety qualities beyond minimum code requirements.
- They also provide better surface quality because face layers can often be laminated over base layers eliminating many or all of the fasteners in the face layer. In addition, face-layer joints are stronger by virtue of the continuous backing provided by the base layers.
- Nail pops and ridging are less frequent and imperfectly aligned framing has less effect on the quality of the finished surface.
GYPSUM BOARD TYPICAL MECHANICAL AND PHYSICAL PROPERTIES (GA-235-10) A common misconception is that there are just two basic types of drywall—regular and type X—and beyond this difference, drywall products from various manufacturers are about the same. However, laboratory fire tests by United States Gypsum Company and various independent testing organizations provide strong evidence that there are significant fire-performance differences between drywall products from various manufacturers. It is well known in the construction industry that the single most important characteristic of gypsum drywall is its fire resistance. This is provided by the principal raw material used in its manufacture, CaSO4- 2H2O (gypsum). As the chemical formula shows, gypsum contains chemically combined water (about 50% by volume). When gypsum drywall panels are exposed to fire, the heat converts a portion of the combined water to steam. The heat energy that converts water to steam is thus used up, keeping the opposite side of the gypsum panel cool as long as there is water left in the gypsum, or until the gypsum panel is breached.
- In the case of regular gypsum panels, as the water is driven off by heat, the reduction in volume within the gypsum causes large cracks to form, eventually causing the panel to fail.
- In a special fire test designed to demonstrate the relative performance of different types of gypsum cores (described later in this section), it was shown that in a fire with a temperature of 1,850ºF, a 5/8" thickness of regular-core gypsum panels would fail in this manner in 10 to 15 minutes.
- Type X gypsum panels, such as Sheetrock brand Firecode gypsum panels, have glass fibers mixed with the gypsum to reinforce the core of the panels.
- These fibers have the effect of reducing the extent of and size of the cracks that form as the water is driven off, thereby extending the length of time the gypsum panel can resist the heat without failure.
- Fire test results indicate that the same thickness of the type X gypsum drywall exposed to the same temperature (1,850ºF) will last 45 to 60 minutes.
USG has developed a third-generation gypsum drywall product called Sheetrock brand Firecode C gypsum panels that provides even greater resistance to the heat of fire. The core of Firecode C contains more glass fibers than type X—but also a shrinkage-compensating additive, a form of vermiculite that expands in the presence of heat at about the same rate as the gypsum in the core shrinks (from loss of water). Thus the core becomes highly stable in the presence of fire and remains intact even after the combined water is driven off. Tests have shown that this third-generation product resisted the fire for more than two hours, as compared to 45 to 60 minutes for the type X, and 10 to 15minutes for the regular panel under the same test conditions.
In a future posting we’ll discuss the issues facing the fire service related to the newest generation of impact resistant gypsum board that will restrict or preclude entirely our ability to breach walls in residential or commercial occupancies. Here are some links and Spec Sheets to look at in advance, HERE , HERE, HERE and HERE
References and Links Summarizing the many different types of gypsum board used in the industry, this quick reference gives typical uses of, and the ASTM and CSA standards for, each type. Also included is the appropriate industry standard designation for the installation of each type of gypsum board, along with the sizes and thicknesses generally available. Download
APPLICATION OF GYPSUM SHEATHING (GA-253-07)
This publication describes the industry's latest recommendations for handling, storing, and installing gypsum sheathing under a variety of conditions. A must for anyone hanging gypsum sheathing or involved in EIFS work. Download
FIRE-RESISTANT GYPSUM SHEATHING (GA-254-07)
This publication describes the advantages, recommended uses, limitations, and properties of gypsum sheathing in exterior walls.
- Reference guide of construction procedures for gypsum drywall, cement board, veneer plaster and conventional plaster.
Trade Associations and other Organizations
- Association of the Wall and Ceiling Industry (AWCI)—Provides services and undertake activities that enhance the members' ability to operate a successful business. AWCI represents acoustics systems, ceiling systems, drywall systems, exterior insulation and finishing systems, fireproofing, flooring systems, insulation, and stucco contractors, suppliers and manufacturers, and allied trades.
- ASTM International (ASTM)—Provides a global forum for the development and publication of voluntary consensus standards for materials, products, systems, and services. In over 130 varied industry areas, ASTM standards serve as the basis for manufacturing, procurement, and regulatory activities. Provides standards that are accepted and used in research and development, product testing, quality systems, and commercial transactions around the globe.
- Ceilings and Interior Systems Construction Association (CISCA)—Association for the advancement interior commercial construction, providing education, technical guidance and related resources. CISCA membership includes over 600 of the leading contractors, distributors, manufacturers and independent manufacturer's representatives worldwide.
- Gypsum Association (GA)—Founded in 1930, GA promotes the use of gypsum while advancing the development, growth, and general welfare of the gypsum industry in the United States and Canada on behalf of its member companies.
- ICC Evaluation Service (ICC-ES)—Provides technical evaluations of building products, components, methods, and materials and issues reports on code compliance to building regulators, contractors, specifiers, architects, engineers, and the public.
Relevant Codes and Standards
Guide Specifications
- Department of Defense (DoD) Unified Facilities Guide Specifications (UFGS)
- Department of Veterans Affairs (VA)
- Green Construction Specs
- MasterSpec®
NIOSH LODD Report Released on Fire and Collapse Which Killed Two Chicago Firefighters
F2010-38 Two Career Fire Fighters Die and 19 Injured in Roof Collapse during Rubbish Fire at an Abandoned Commercial Structure – Illinois
NIOSH Executive Summary
On December 22, 2010, a 47-year-old male (Victim # 1) and a 34-year old male (Victim # 2), both career fire fighters, died when the roof collapsed during suppression operations at a rubbish fire in an abandoned and unsecured commercial structure. The bowstring truss roof collapsed at the rear of the 84-year old structure approximately 16 minutes after the initial companies arrived on-scene and within minutes after the Incident Commander reported that the fire was under control. The structure, the former site of a commercial laundry, had been abandoned for over 5 years and city officials had previously cited the building owners for the deteriorated condition of the structure and ordered the owner to either repair or demolish the structure. The victims were members of the first alarm assignment and were working inside the structure. A total of 19 other fire fighters were hurt during the collapse.
Contributing Factors
- Lack of a vacant / hazardous building marking program within the city
- Vacant / hazardous building information not part of automatic dispatch system
- Dilapidated condition of the structure
- Dispatch occurred during shift change resulting in fragmented crews
- Weather conditions including snow accumulation on roof and frozen water hydrants
- Not all fire fighters equipped with radios.
Key Recommendations
- Identify and mark buildings that present hazards to fire fighters and the public
- Use risk management principles at all structure fires and especially abandoned or vacant unsecured structures
- Train fire fighters to communicate interior conditions to the Incident Commander as soon as possible and to provide regular updates
- Provide battalion chiefs with a staff assistant or chief's aide to help manage information and communication
- Provide all fire fighters with radios and train them on their proper use
- Develop, train on, and enforce the use of standard operating procedures that specifically address operations in abandoned and vacant structures
NIOSH Recommendations
- Recommendation #1: Fire departments and city building departments should work together to identify and mark buildings that present hazards to fire fighters and the public.
- Recommendation #2: Fire departments should use risk management principles at all structure fires and especially abandoned or vacant unsecured structures.
- Recommendation # 3: Fire departments should train fire fighters to communicate interior conditions to the Incident Commander as soon as possible and to provide regular updates.
- Recommendation # 4: Fire departments should consider providing battalion chiefs with a staff assistant or chief's aide to help manage information and communication.
- Recommendation # 5: Fire departments should provide all fire fighters with radios and train them on their proper use.
- Recommendation # 6: Fire departments should develop, train on and enforce the use of standard operating procedures that specifically address operations in abandoned and vacant structures.
- Recommendation # 7: Fire departments should develop, implement and enforce a detailed Mayday Doctrine to ensure that fire fighters can effectively declare a Mayday.
- Recommendation # 8: Fire departments should ensure that the Incident Commander maintains close accountability for all personnel operating on the fireground
- Recommendation # 9: Fire departments should ensure that fire fighters are trained in fireground survival procedures.
- Recommendation #10: Fire departments should ensure that all fire fighters are trained in and understand the hazards associated with bowstring truss construction.
FULL NIOSH LODD REPORT and RECOMMENDATIONS, HERE
The tragic events in the City of Chicago on Wednesday December 22, 2010, when Chicago Firefighter Edward J. Stringer – Engine Co.63 and Firefighter/EMT Corey D. Ankum, Truck Co.34 were killed in the line of duty while operating at a structure fire in an abandoned one-story brick building in the 1700 block of East 75th Street on the City’s South side, exemplifies the demands, challenges and sacrifice that come with responsibilities, duty and sworn obligation that distinguishes the honorable profession of being a firefighter.
The fire was first reported at about 06:48 hours during the night and day tour shift change, with companies arriving at 06:52 hours reporting moderate fire in the buildings northeast corner. The single story commercial structure was vacant, however it was readily known that squatters were known to seek shelter in the abandoned structure especially give the harsh weather being experienced in the city. The fire was quickly contained at approximately 07:00 hours according to published reports, and radio communications, with coordinated suppression, search and rescue and ventilation operations being conduction by companied both within the interior and on the roof.
Other Operational Safety Insights and Considerations from CommandSafety.com and Buildingsonfire.com
- During all operations involving actual or suspected Bowstring Truss Roofing Support Systems Command and Company Officers should be sensitive to risk assessment indicators related to both fire induced conditions as well as environmental and age induced factors.
- Pre-plan your buildings look at the construction, components, features and condition of the building; there is a tremendous amount of information out there. Understand and comprehend what to look for, what it is that you’re looking at and more importantly make sure the information is retrievable for on-scene application and that the information is utilized when formulating IAP and in the dynamic risk assessment process
- During Dynamic Risk Assessment, special attention should be focused on Predicated Building Performance common to identified building systems, features and structural systems that are based upon Occupancy Performance and NOT Occupancy Type.
- The Federal Emergency Management Agency’s (FEMA) United States Fire Administration (USFA) issued a special report examining the characteristics of fires in vacant residential buildings. The report, Vacant Residential Building Fires, was developed by USFA’s National Fire Data Center and provides useful insights and recommendations. Link HERE
- When developing incident action plans and operational assignments at incidents involving possible Vacant, Unoccupied or Abandoned structures, command and company officers shall implement a formulative risk -benefit assessment consistent with departmental procedures, policies and expectations.
- Be knowledgable of operational factors and considerations related to operations at Vacant, Unoccupied or Abandoned structures; HERE and HERE
- Read the Newest NIOSH Alert: Preventing Deaths and Injuries of Fire Fighters at Structure Fires, HERE
- Start considering building; age, deterioration, environmental impacts and influences in your IAP and tactical considerations, we at times forget to consider these performance indicators effectively during initial or sustained operations.
- Learn more about Building Construction, Occupancy Profiling, Reading a Building, Occupancy Risk versus Occupancy Type and always consider Tactical Patience.
- Increase your knowledge on Structural Collapse indicators especially for buildings of masonry construction in both Type III and Type IV construction.
- There is a Predictability of Performance in all Buildings and Occupancies with Heavy Timber or Built-up Bowstring Truss Structural Systems; Know what they are.
- Understand what to look for in Heavy Timber or Built-up Bowstring Truss Structural System integrity related to; Age and Deterioration, Gravity, Cross Grain Shrinkage, Wood Defects that are self-evident in chords and web members, Upper Chord Buckling, Lower Chord splitting or failure points, web splitting or pull-outs, multiple roofing systems or membranes, multiple void spaces, compromised bearing walls or pilasters, compromised or degraded bearing points or truss ends.
- Learn to identify masonry wall features and what they mean towards tactical operations
- In smaller single story occupancies; any loss of structural integrity of a single truss component would likely cause the compromise or collapse of adjacent truss components and connective decking planks due to the interdependence and connectivity of the roofing support (trusses), purlins, rafters and roofing planks and outer membrane system.
- Typically the failure of one bowstring truss span will compromise or cause the collapse of each adjacent truss to either side of the original affected truss causing the failure of a sizeable roof area.
- Companies operating on such affected roof area areas are subject to high risk and vulnerability should the roof area fail. Refer to the incident conditions and structural collapse from the Waldbaum’s Collapse, FDNY August 2, 1978. Go to the incident overview at Commandsafety.com HERE.
- In smaller square foot commercial occupancies that have shallow depth bowstring truss components and both limited spans (less than 100 linear feet clear span) and number of trusses (six or less) the likelihood of a catastrophic roof collapse should be considered highly predicable in all incident action plans and during incident status monitoring.
- The loss of load bearing and load transfer capabilities at these wall connections can contribute towards failure and collapse conditions. The end connections points (end cap or end shoe) of a bowstring truss are critical towards maintain truss performance and structural integrity.
- The loss of truss axial orientation, resultant excessive deflection, loss of integrity of chord/ web geometry and connection points can lead to failure mechanisms and a cascading effect due to transferring of loads and possible overstressing and directly lead to subsequent failures.
- It should be noted that fire service personnel should have a high degree of respect for the danger and susceptible risk imposed by compromised or failing bearing and non-load bearing walls.
- Collapse zones must be established and access controlled based upon physical incident scene layout, access and proximal exposure structures.
- All fire service personnel should have awareness level training and an understanding of recognizing collapse indicators for buildings of masonry construction and tactical safety considerations
- Company and Command Officers must have a higher level of knowledge and training to be able to recognize subtle or obvious construction, conditions or indicators that will affect IAP, strategic, tactical or task assignments and be able to act upon those indicators with immediacy and urgency as conditions and risk dictate.
- The Collapse Zone should be at a minimum be equal to the full height of the exterior masonry wall face and also take into consideration additional distance due building material momentum, bounce and toss due to individual bricks, steel lintels and other components and materials acting as projectiles and traveling distances greater than the defined “collapse zone”.
From CommandSafety.com' s 2010 postings: Chicago: Anatomy of a Building and its Collapse and Chicago: Anatomy of a Building and its Collapse-PDF Download
Some additional Insight Materials for discussion from CommandSafety.com and Buildingsonfire.com
- Operational Safety Training Aide: Ordinary and Heavy Timber Constructed Occupancies Training Download from Commandsafety.com
- Lessons Learned: Buffalo, NY Three Alarm Fire and Double LODD Report
- San Francisco: Collapse of Bowstring Truss Roof Seriously Injures Fire Fighter
- FDNY: The Waldbaum Fire Collapse FDNY 1978 Remembrance
- Ordinary Construction Floor Collapse: http://www.cdc.gov/niosh/fire/reports/face200923.html
- Brick Parapet Wall Collapse: http://www.cdc.gov/niosh/fire/reports/face200821.html
- Partial Roof Collapse: http://www.cdc.gov/niosh/fire/reports/face200509.html
- Roof Collapse during interior operations: http://www.cdc.gov/niosh/fire/reports/face9617.html
- Trapped during fire suppression operations at a millwork facility: http://www.cdc.gov/niosh/fire/reports/face200807.html
- Don’t forget o research some of the Near Miss Reports on the NFFNMRS: http://www.firefighternearmiss.com/
- Chicago: Anatomy of a Building and its Collapse-PDF Download
- Chicago: Anatomy of a Building and its Collapse
- Fire/EMS Safety, Health and Survival Week 2011, Days One thru Seven;Training and Preparedness
Ordinary and Heavy Timber Constructed Occupancies Training Download
Note: CommandSafety.com and Buildingsonfire.com is in the process of revising and expanding this Training Download.
We hope to have the update published in early September 2011. Watch for posting announcements
Take at Look at this: Occupancy Risks versus Occupancy Types
Resources:
- National Firefighter Near-Miss Reporting System Operational Safety Considerations at Ordinary and Heavy Timber Constructed Occupancies PowerPoint Program developed by Christopher Naum, HERE
- Informational Support Narrative download, HERE

Do you know what to look for upon arrival?
What Building features and factors will affect your operations?

Program Screenshot
The IAFF Fire Ground Survival Program (FGS) is the most comprehensive survival-skills and mayday-prevention program currently available and is open to all members of the fire service. Incorporating federal regulations, proven incident-management best practices and survival techniques from leaders in the field, and real case studies from experienced fire fighters, FGS aims to educate all fire fighters to be prepared if the unfortunate happens.
For links to the IAFF Fire Ground Survival Program, HERE and HERE
The program will provide participating fire departments with the skills they need to improve situational awareness and prevent a mayday. Topics covered include:
- Preventing the Mayday: situational awareness, planning, size up, air management, fitness for survival, defensive operations.
- Being Ready for the Mayday: personal safety equipment, communications, accountability systems.
- Self-Survival Procedures: avoiding panic, mnemonic learning aid “GRAB LIVES”— actions a fire fighter must take to improve survivability, emergency breathing.
- Self-Survival Skills: SCBA familiarization, emergency procedures, disentanglement, upper floor escape techniques.
- Fire Fighter Expectations of Command: command-level mayday training, pre-mayday, mayday and rescue, post-rescue, expanding the incident-command system, communications.
Take some time to look at the Photos from Tom Olk at http://olkee.smugmug.com/
Chicago Fire Department Funeral Service For Fire Fighter Ed Stringer
The Waldbaum’s Supermarket Fire and Collapse FDNY 1978 - 2011
The Waldbaum Super market fire, Brooklyn, New York occurred on August 2, 1978. Six firefighters died in the line of duty when the roof of a burning Brooklyn supermarket collapsed, plunging 12 firefighters into the flames. The fire began in a hallway near the compressor room as crews were renovating the store, and quickly escalated to a fourth-alarm. Less than an hour after the fire was first reported, nearly 20 firefighters were on the roof when the central portion gave way.
The FDNY members killed in the Waldbaum’s fire included:
• Lt. James E. Cutillo, Battalion 33
• Firefighter Charles S. Bouton, Ladder Company 156
• Firefighter Harold F. Hastings, Battalion 42
• Firefighter James P. McManus, Ladder Company 153
• Firefighter William O’Connor, Ladder Company 156
• Firefighter George S. Rice, Ladder Company 153
Remembrance and Honor
Detailed information and insights previously posted on CommandSafety.com, HERE
There are some discussions emanating and emerging regarding the Medical Center Fire in Asheville, NC that claimed the life of a highly regarded Captain and injured numerous firefighters. Emerging reports are discussing water supply, standpipe operability and integrity and deployment delays affecting fire behavior, growth, intensive and operational risks during the time in which water was attempting to be delivered to hand lines extended on the fire floor of the Medical Center.
See coverage HERE on CommandSafety.com and HERE at the Asheville Citizens-Times.com today. Direct link HERE
The following links have been compiled that provide a variety of insights and perspectives on operations conducted with standpipe systems.
- FDNY F2007-37 Two career fire fighters die following a seven-alarm fire in a high-rise building undergoing simultaneous deconstruction and asbestos abatement – New York (2007)
- Remembrance: Deutsche Bank Fire FDNY LODD- August 18, 2007
- FDNY Deutsche Bank Building LODD Fire Report issued by NIOSH
- Supervisor cleared on all charges in Deutsche Bank Building Fire that killed 2 FDNY Firefighters
- The Complete NIOSH Report is available HERE
- FDNY 99-F01 Three fire fighters die in a 10-story high-rise apartment building – New York (1998)
- FDNY Brooklyn Box 4080: 17 Vandalia Avenue 12.18.98 (1998)
- Houston: North Loop East Fire Report; FF Mayday and thee civiliand Killed, HERE (2007)
- Texas: F2001-33 High-rise apartment fire claims the life of one career fire fighter (captain) and injures another career fire fighter (captain) – Texas (2001)
- Philadelphia, Pennsylvania: One Meridian Plaza Fire, USFA Report, HERE (1999)
- CommandSafety.com; One Meridian Plaza Fire, HERE
- TheCompanyOfficer.com;One Meridian Plaza Fire, HERE
- Illinois: Cook County Adminsistration Building Fire: HERE, HERE and HERE
- Standpipe and Hose Fire Protection Systems: NIOSH Self-Inspection Checklist (Schools) HERE
- EVALUATING STANDPIPE KITS. Executive Analysis of Fire Service Operations in Emergency, EFO; HERE
- STANDPIPE SYSTEM OPERATIONS: ENGINE COMPANY BASICS: BY ANDREW A. FREDERICKS, FDNY 1996 HERE
- USFA National Fire Academy Coffee Break Training Standpipe Systems
- ENGINE COMPANY STANDPIPE OPERATIONS:PRESSURE-REGULATING DEVICES
- TR-082 Special Report: Operational Considerations for Highrise …
- FDNY Brookly; St. George Hotel Complex 16 Alarm Fire USFA Report: HERE
- High-Rise Firefighting: Are We Losing Touch with “The Basics”? HERE
Apparent delays with establishing a sustained water supply via the building standpipe system are being published in the Asheville Citizens-Times.com today. Direct link HERE
Published reports are indicating possible problems with water delivery to the standpipe system designed to supply water from a street hydrant system to the fifth floor of a burning medical office building likely delayed firefighters as they battled the deadly blaze, according to Fire Department radio transmissions.
Nearly 25 minutes passed from the time the first trucks left their stations about 12:30 p.m. Thursday until a company reported they were finally putting water on the blaze at 445 Biltmore Center from a ladder truck.
Firefighters repeatedly made references to a lack of water, even as they reached the fourth floor and made their way toward flames one floor above according to same publication. They are referencing transcripts from fireground radio transmissions. HERE.
- Asheville NC Fatal FF Mayday Audio 7/28/11; The audio has been edited and most of the Mayday audio from the FF has been edited out
The lack of timely application of water as a suppression agent to disrupt the progressing fire growth and magnitude could contribute towards increased fire severity based upon the fire load package and heat release rate and likely contribute towards untenable interior conditions in the absence of a vent path and confinement of the escalating products of combustion due to fire growth.
- Refer to the CommandSafety.com posting HERE with a typical floor layout plan and interior photos
- Reports indicating delays and challenges in gaining access into various rooms and locations are also being reported whcih should be expected based upon typical medical office layouts and configurations.
Vent path considerations, when addressing interior suppression operations, ventilation profiles and avenues and fire and heat propagation all have considerations and applications when working a seated fire within a compartment fire in a commercial occupancy
Refer to the following links for some further insights on the aforementioned elements and factors;
- FIRE FIGHTING TACTICS UNDER WIND DRIVEN CONDITIONS: LABORATORY …
- Fire Fighting Tactics Under Wind Driven Conditions
- Fire.Gov – Wind Driven Fires
- Fire/EMS Safety, Health and Survival Week: Day Four -The New Fire Ground
- NIST Fire Fighting Tactics Under Wind Driven Conditions: Laboratory Experiments
- A series of experiments was conducted in our Large Fire Laboratory to examine the impact of wind control curtains and externally applied hose streams on a wind driven fire. The results from these experiments will allow us to better understand the fire dynamics within a structure and provide guidance as to the important measurements needed in the future experiments in a high-rise on Governor’s Island in New York City.
- Fire Fighting Tactics Under Wind Driven Conditions Report, HERE
- Reference Data HERE
- NIST Evaluates Firefighting Tactics In NYC High-Rise Test
- NIST Tests New Technology for Fighting High-Rise Fires
- Fire Behavior 101; Taking it to the Streets

- Fire Location on the Number Five Floor. Medical Office Building Copyright 2011 Microscoft Pictometry Birdseye View Pictometry Intl. Corp
- PDFs On Standpipe Systems: HERE and HERE
- San Diego Fire & LIfe Safety Services LINK HERE
- FDNY Standpipe Operations, HERE
- STANDPIPE SYSTEM OPERATIONS: ENGINE COMPANY BASICS BY ANDREW A. FREDERICKS, FDNY (1996),
A multiple 4-alarm fire took command of a medical office suite located in a five story non-sprinklered Medical Center Office Building in the City of Asheville, North Carolina on Thursday July 28, 2011.
The mid-day fire was reported on the fifth floor at 445 Biltmore Center medical offices and was found extending from exterior perimeter windows as arriving companies went to work.
According to published reports, companies encountered heavy smoke and heat conditions. As initial suppression operations were being conducted, coordinated search and rescue operations were assigned and being conducted. AFD Capt. Jeff Bowen was among the first alarm assignment of firefighters to reach the building’s fire floor as unabated fire development and growth caused the perimeter windows to fail causing fire extension to the exterior and the induction of fresh air onto the fire floor. The intensity of the flame front and extension was evident as photographed out fifth-floor windows.
During primary search and rescue operations, approximately 45 minutes into the operations Captain Bowen transmitted a mayday for reasons undetermined at the present time. Heavy smoke and pronounced heat conditions filled that top floor, where he and fellow firefighter Jay Bettencourt were conducting search efforts. Command quickly directed efforts to manage the mayday with companies deployed to support the RIT and mayday. There were reported sixty fire fighters assigned the suppression and rescue operations for the multiple alarms. About 200 patients and staff were in the building at the time of the fire.
Preliminary information suggests that Captain Bowen went into cardiac arrest after succumbing to intense smoke and heat, the city said in a statement released on Friday. Firefighter Bettencourt was transported to the Joseph M. Still Burn Center at Doctors Hospital in Augusta, Ga., for treatment. He was listed in critical condition Thursday night. Nine other firefighters were taken to the hospital in connection with the blaze. Six remained hospitalized late Thursday. Three were treated and released, according to Mission spokeswoman Merrell Gregory and published reports. Captain Bowen was a thirteen year fire service veteran and was a husband and father of three children. He was 37 years of age.
The Building comprising the occupancy at 445 Biltmore Center medical offices was occupied by the Cancer Care of WNC which had its laboratory and information and technology offices on the fifth floor.
The building was constructed in 1982 and was not required by codes to have a sprinkler system at the time of occupancy. Since that time, state code provisions have changed that mandate sprinkler system protection. There were no requirements for retrofitting according to published reports.
The five story building with non-combustible construction classification consisted of approximate 120,000 square feet of space with approximately 20,000 SF per floor level.
Links
- http://www.wlos.com/shared/newsroom/top_stories/videos/wlos_vid_5039.shtml
- Asheville (NC) Fire Department
- Statter911 Coverage
- Biltmore Office Fire Photos
- Moment of Silence for fallen Firefighter Photo gallery
- FirefighterNation Link
- http://www.citizen-times.com/article/20110729/NEWS/307290042/Odds-can-work-against-firefighters?odyssey=mod%7Cnewswell%7Ctext%7CFrontpage%7Cp
On July 17, 1981 a suspended walkway collapsed in The Hyatt Regency Hotel in Kansas City, Missouri, killing 114 people and injuring 216 others during a tea dance. At the time, it was the deadliest structural collapse in U.S. history. This event and a subsequent series of other major incidents in the early and mid 1980′s began the formulative efforts towards defining the emerging field of Urban Heavy Rescue (UHR) that would transition into Urban Search and Rescue (USAR) in the late 1980′s and early 1990′s.
Another significant incident occurring in 1981 included the Harbor Cay Condominium Collapse (Cocoa Beach, Florida, 1981). This building was under construction at the time of collapse. Heavy floor and wall construction consisted of precast reinforced concrete slabs and cast-in-place concrete components. All five floors and the roof of the condominium collapsed in a pancake configuration, trapping a large number of construction workers. Eleven were killed and 23 injured. The incident involved more than 60 hours of continuous rescue operations and resources from 5 county fire districts; 16 municipal fire departments; and a response of Civil Defense, military, and private sector technical specialists.
Today marks the thirty year anniverary of the Kansas City event and the lessons learned that continue to be applied towards collapse rescue, urban search and rescue and techncial rescue operations, protocals, techniques, methodologies and preparedness.
On July 17, 1981, approximately 1,600 people gathered in the atrium to participate in and watch a dance competition. Dozens stood on the walkways. At 7:05 PM, the second-level walkway held approximately 40 people with more on the third and an additional 16 to 20 on the fourth level who watched the activities of crowd in the lobby below. The fourth floor bridge was suspended directly over the second floor bridge, with the third floor walkway offset several feet from the others.
Construction difficulties resulted in a subtle but flawed design change that doubled the load on the connection between the fourth floor walkway support beams and the tie rods carrying the weight of both walkways. This new design was barely adequate to support the dead load weight of the structure itself, much less the added weight of the spectators.
The connection failed and the fourth floor walkway collapsed onto the second floor and both walkways then fell to the lobby floor below, resulting in 111 immediate deaths and 216 injuries. Three additional victims died after being evacuated to hospitals making the total number of deaths 114 people.
Direct Link to the 1982 NIST Report, HERE
The hotel had only been in operation for approximately one year at the time of the walkways collapse, and the ensuing investigation of the accident revealed some unsettling facts:
- During January and February, 1979, the design of the hanger rod connections was changed in a series of events and disputed communications between the fabricator (Havens Steel Company) and the engineering design team (G.C.E. International, Inc., a professional engineering firm). The fabricator changed the design from a one-rod to a two-rod system to simplify the assembly task, doubling the load on the connector, which ultimately resulted in the walkways collapse.
- The fabricator, in sworn testimony before the administrative judicial hearings after the accident, claimed that his company (Havens) telephoned the engineering firm (G.C.E.) for change approval. G.C.E. denied ever receiving such a call from Havens.
- On October 14, 1979 (more than one year before the walkways collapsed), while the hotel was still under construction, more than 2700 square feet of the atrium roof collapsed because one of the roof connections at the north end of the atrium failed.
- In testimony, G.C.E. stated that on three separate occasions they requested on-site project representation during the construction phase; however, these requests were not acted on by the owner (Crown Center Redevelopment Corporation), due to additional costs of providing on-site inspection.
- Even as originally designed, the walkways were barely capable of holding up the expected load, and would have failed to meet the requirements of the Kansas City Building Code.
The Kansas City Star has a dedicated memorial website established with images, video and information; HERE
A look back at the Hyatt Regency Skywalk Disaster, HERE
Kansas City (MO) Fire Department, HERE
Photos from Hyatt Regency Skywalk collapse aftermath, HERE
The high number of dead and injured, the location of the collapse, the size of the collapsed material, and the ineffectiveness of the typical emergency service tools created severe rescue limitations.
The incident required a large number of medical personnel working alongside the rescuers.
Twenty-nine live victims were removed from under the debris during the rescue operations. Heavy rigging and construction specialists and heavy equipment were needed to remove the debris during the rescue operations. large scale rescue operation soon unfolded. Heroes of the evening ranged from a husband who pulled his wife’s trapped foot from the wreckage, to a surgeon who performed an emergency amputation to save a trapped and bleeding victim, to construction crew workers who toiled throughout the night clearing the debris.
A local crane company arrived at the scene to remove sections of collapsed walkway. Dispatchers called in emergency vehicles from throughout the city. Outlying cities such as Belton and Lee’s Summit offered help within minutes of the dispatch calls. Victims were rushed to four nearby hospitals. Donors poured into the Greater Kansas City Community Blood Center. Local talk-show host Walt Bodine broadcast throughout the night. As late as midnight, excavators were trying to reach over a dozen people still trapped under the debris. At 5 a.m., workers uncovered the final 31 bodies from the last slab of concrete to be removed.
The rescue operation lasted well into the next morning and was carried out by a veritable army of emergency personnel, including 34 fire trucks, and paramedics and doctors from five area hospitals. Dr. Joseph Waeckerle directed the rescue effort setting up a makeshift morgue in the ruined lobby and turning the hotel’s taxi ring into a triage center, helping to organize the wounded by highest need for medical care. Those who could walk were instructed to leave the hotel to simplify the rescue effort, the fatally injured were told they were going to die and given morphine.
Workmen from a local construction company were also hired by the city fire department, bringing with them cranes, bulldozers, jackhammers and concrete-cutting power saws.
The biggest challenge to the rescue operation came when falling debris severed the hotel’s water pipes, flooding the lobby and putting trapped survivors at great risk of drowning. As the pipes were connected to water tanks, as opposed to a public source, the flow could not be shut off.
Eventually, Kansas City’s fire chief realized that the hotel’s front doors were trapping the water in the lobby. On his orders, a bulldozer was sent in to rip out the doors, which allowed the water to pour out of the lobby and thus eliminated the danger to survivors.

Investigators photograph the hanger rods while standing in an aluminum platform designed to change burned out lights in the 5th floor ceiling. Note that the channel beam sections have completely slipped around the supporting nuts leaving the rods, washers, and nuts completely undamaged. The large white material above the rod is fireproofing material. It was later found that the rods were also defective, in that the material used was of a lower strength material than specified. However, this deficiency played no part in the collapse.

Photo of one of the walkway cross-beams, lying on the floor of the lobby. This is one of the 4th floor beams, as evidenced by having two bolt holes drilled through the beam. The 2nd floor beams had a single rod hole.
One year into construction on the Hyatt skywalks, G.C.E. Engineers submitted a series of drawings detailing the connections points suspending the walkways to the fabricator, Havens Steel Company.

Close-up of third floor hanger rod and cross-beam, showing yielding of the material. The flanges have been bent significantly, and the webs are bowed out against the fireproofing sheet rock. It should be remembered that the 3rd floor walkway cross beams were subjected to only half the loading of that induced in the 4th floor beams. The distortion shown below was caused by only very light loading, mostly due to the dead load of the structure.
LINKS
- Introduction to Structural Anatomy; http://www.firehouse.com/topic/strategy-and-tactics/introduction-structural-anatomy
- 43 Killed in K.C. Hotel – 1981-07-18
- Hotel Disaster Toll at 111 – 1981-07-18
- http://www.enotes.com/topic/Hyatt_Regency_walkway_collapse
- ‘Worst Disaster in Kansas City History’ – 1981-07-18
- ‘Get Me Out, Please…Get Me Out’ – 1981-07-18
- Death Toll 110 in Skywalk Tragedy – 1981-07-18
- Missouri Board for Architects, Professional Engineers and Land Surveyors vs. Daniel M. Duncan, Jack D. Gillum and G.C.E. International, Inc., before the Administrative Hearing Commission, State of Missouri, Case No. AR840239, Statement of the Case, Findings of Fact, Conclusions of Law and Decision rendered by Judge James B. Deutsch, November 14, 1985, pp. 54-63. Case No. AR840239 hereinafter referred to as Administrative Hearing Commission.
- Administrative Hearing Commission, pp. 63-66.
- Administrative Hearing Commission, p. 384.
- Administrative Hearing Commission, pp. 12-13.
- Administrative Hearing Commission, pp. 423-425.
- Hyatt Regency Hotel, 1989
- Aerial View of Downtown Kansas City, with Crown Center visible in the foreground; before the construction of the Hyatt Regency Hotel.
- Crown Center, with the Hyatt Regency visible; second to the left, 1985.
- Aerial view of Crown Center, including the Hyatt Regency, 1985.
- Downtown Skyline, 2001
Check out the following books about the Hyatt Regency disaster held by the Kansas City Public Library:
- Kansas City: An American Story, by Rick Montgomery and Shirl Kasper; contains a pictorial explanation of the disaster, pp. 336-338.
- Failed Technology: True Stories of Technological Disasters, by Fran Locher Freiman; focusing on engineering failures of the twentieth century.
Continue researching the Hyatt Regency disaster using material held by the Missouri Valley Special Collections:
- Compilation, Hyatt Regency Skywalk Collapse; a collection of newspaper clippings.
Additional references:
- Seconds from Disaster: Skywalk Collapse on National Geographic
- LRC: http://www.lrc.fema.gov/starweb/lrcweb/servlet.starweb?path=lrcweb/STARLibraries1.web&search=SUB%3Dhyatt%20regency%20skywalk%20collapse
- USFA; ICSSCI Student Manual; http://www.gpstc.org/divisions/gfa/studentmanuals/ICSSCI%20Complete%20Student%20Manual.pdf
Investigation of the Kansas City Hyatt Regency Walkways Collapse. Building Science Series (Final). (57803 K)
Marshall, R. D.; Pfrang, E. O.; Leyendecker, E. V.; Woodward, K. A.; Reed, R. P.; Kasen, M. B.; Shives, T. R.
NBS BSS 143; May 1982. An investigation into the collapse of two suspended walkways within the atrium area of the Hyatt Regency Hotel in Kansas City, Mo., is presented in this report. The investigation included on-site inspections, laboratory tests and analytical studies. Three suspended walkways spanned the atrium at the second, third, and fourth floor levels. The second floor walkway was suspended from the forth floor walkway which was directly above it. In turn, this fourth floor walkway was suspended from the atrium roof framing by a set of six hanger rods. The third floor walkway was offset from the other two and was independently suspended from the roof framing by another set of hanger rods. In the collapse, the second and fourth floor walkways fell to the atrium floor with the fourth floor walkway coming to rest on top of the lower walkway.
Chronology Of The Hyatt Regency Walkways Collapse
- Early 1976: Crown Center Redevelopment Corporation (owner) commences project to design and build a Hyatt Regency Hotel in Kansas City, Missouri.
- July 1976: Gillum-Colaco, Inc. (G.C.E. International, Inc., 1983), a Texas corporation, selected as the consulting structural engineer for the Hyatt project.
- July 1976- Hyatt project in schematic design development.
- Summer 1977: G.C.E. assisted owner and architect (PBNDML Architects, Planners, Inc.) with developing various plans for hotel project, and decided on basic design.
- Late 1977- Bid set of structural drawings and specifications
- Early 1978: Project prepared, using standard Kansas City, Missouri, Building Codes.
- April 4, 1978: Actual contract entered into by G.C.E. and the architect, PBNDML Architects, Planners, Inc. G.C.E. agreed to provide “all structural engineering services for a 750-room hotel project located at 2345 McGee Street, Kansas City, Missouri.”
- Spring 1978: Construction on hotel begins.
- August 28, 1978: Specifications on project issued for construction, based on the American Institute of Steel Construction (AISC) standards used by fabricators.
- December 1978: Eldridge Construction Company, general contractor on the Hyatt project, enters into subcontract with Havens Steel Company. Havens agrees to fabricate and erect the atrium steel for the Hyatt project.
- January 1979: Events and communications between G.C.E. and Havens.
- February 1979: Havens makes design change from a single to a double hanger rod box beam connection for use at the fourth floor walkways. Telephone calls disputed; however, because of alleged communications between engineer and fabricator, Shop Drawing 30 and Erection Drawing E3 are changed.
- February 1979: G.C.E. receives 42 shop drawings (including Shop Drawing 30 and Erection Drawing E-3) on February 16, and returns them to Havens stamped with engineering review stamp approval on February 26.
- October 14, 1979: Part of the atrium roof collapses while the hotel is under construction. Inspection team called in, whose contract dealt primarily with the investigation of the cause of the roof collapse and created no obligation to check any engineering or design work beyond the scope of their investigation and contract.
- October 16, 1979: Owner retains an independent engineering firm, Seiden-Page, to investigate the cause of the atrium roof collapse.
- October 20, 1979: Gillum writes owner, stating he is undertaking both an atrium collapse investigation as well as a thorough design check of all the members comprising the atrium roof.
- October- Reports and meetings from engineer to clients
- November 1979: owner/architect assures clients of overall safety of the entire atrium.
- July 1980: Construction of hotel complete, and the Kansas City Hyatt Regency Hotel opens for business.
- July 17, 1981: Connections supporting the rods from the ceiling that held up the 2nd and 4th floor walkways across the atrium of the Hyatt Regency Hotel collapse, killing 114 and injuring in excess of 200 others.
- February 3, 1984: Missouri Board of Architects, Professional Engineers and Land Surveyors files complaint against Daniel M. Duncan, Jack D. Gillum and G.C.E. International Inc., charging gross negligence, incompetence, misconduct and unprofessional conduct in the practice of engineering in connection with their performance of engineering services in the design and construction of the Hyatt Regency Hotel in Kansas City, Missouri.
- November, 1984: Duncan, Gillum, and G.C.E. International, Inc. found guilty of gross negligence, misconduct and unprofessional conduct in the practice of engineering. Subsequently, Duncan and Gillum lost their licenses to practice engineering in the State of Missouri, and G.C.E. had its certificate of authority as an engineering firm revoked. American Society of Civil Engineering (ASCE) adopts report that states structural engineers have full responsibility for design projects. Duncan and Gillum now practicing engineers in states other than Missouri.
Investigators, including David Tonneman (a respected engineering critic), concluded that the basic problem was a lack of proper communication between Jack D. Gillum and Associates, Christopher Willoughby (a University of Michigan engineering student at the time), and Havens Steel. In particular, the drawings prepared by Jack D. Gillum and Associates were only preliminary sketches but were interpreted by Havens as finalized drawings. Jack D. Gillum and Associates failed to review the initial design thoroughly, and accepted Havens’ proposed plan without performing basic calculations that would have revealed its serious intrinsic flaws — in particular, the doubling of the load on the fourth-floor beams. The engineers employed by Jack D. Gillum and Associates who had approved the final drawings were convicted by the Missouri Board of Architects, Professional Engineers, and Land Surveyors of gross negligence, misconduct and unprofessional conduct in the practice of engineering; they all lost their engineering licenses in the states of Missouri and Texas and their membership with ASCE. While Jack D. Gillum and Associates itself was discharged of criminal negligence, it lost its license to be an engineering firmThe Following is a direct reference to ENGINEERING ETHICS The Kansas City Hyatt Regency Walkways Collapse pubished by theDepartment of Philosophy and Department of Mechanical Engineering Texas A&M University through NSF Grant Number DIR-9012252 Direct Link: http://ethics.tamu.edu/ethics/hyatt/hyatt1.htm
Structural Failure During the Atrium Tea Dance
In 1976, Crown Center Redevelopment Corporation initiated a project for designing and building a Hyatt Regency Hotel in Kansas City Missouri. In July of 1976, Gillum-Colaco, Inc., a Texas corporation, was selected as the consulting structural engineer for the project. A schematic design development phase for the project was undertaken from July 1976 through the summer of 1977. During that time, Jack D. Gillum (the supervisor of the professional engineering activities of Gillum-Colaco, Inc.) and Daniel M. Duncan (working under the direct supervision of Gillum, the engineer responsible for the actual structural engineering work on the Hyatt project) assisted Crown Center Redevelopment Corporation (the owner) and PBNDML Architects, Planners, Inc. (the architect on the project) in developing plans for the hotel project and deciding on its basic design. A bid set of structural drawings and specifications for the project were prepared in late 1977 and early 1978, and construction began on the hotel in the spring of 1978. The specifications on the project were issued for construction on August 28, 1978.
On April 4, 1978, the actual written contract was entered into by Gillum-Colaco, Inc. and PBNDML Architects, Planners, Inc. The contract was standard in nature, and Gillum-Colaco, Inc. agreed to provide all the structural engineering services for the Hyatt Regency project. The firm Gillum-Colaco, Inc. did not actually perform the structural engineering services on the project; instead, they subcontracted the responsibility for performing all of the structural engineering services for the Hyatt Regency Hotel project to their subsidiary firm, Jack D. Gillum & Associates, Ltd. (hereinafter referenced as G.C.E.).7 According to the specifications for the project, no work could start until the shop drawings for the work had been approved by the structural engineer.
Three teams, with particular roles to play in the construction system employed in building the Hyatt Regency Hotel, were contracted for the project: PBNDML and G.C.E. made up the “design team,” and were authorized to control the entire project on behalf of the owner; Eldridge Construction Co., as the “construction team,” was responsible for general contracting; and the “inspection team,” made up of two inspecting agencies (H&R Inspection and General Testing), a quality control official, a construction manager, and an investigating engineer (Seiden and Page).
On December 19, 1978, Eldridge Construction Company, as general contractor, entered into a subcontract with Havens Steel Company, who agreed to fabricate and erect the atrium steel for the Hyatt project.
G.C.E. was responsible for preparing structural engineering drawings for the Hyatt project: three walkways spanning the atrium area of the hotel. Wide flange beams with 16-inch depths (W16x26) were used along either side of the walkway and hung from a box beam (made from two MC8x8.5 rectangular channels, welded toe-to-toe). A clip angle welded to the top of the box beam connected these beams by bolts to the W section. This joint carried virtually no moment, and therefore was modeled as a hinge. One end of the walkway was welded to a fixed plate and would be a fixed support, but for simplicity, it could be modeled as a hinge. This only makes a difference on the hanger rod nearest this support (it would carry less load than the others and would not govern design). The other end of the walkway support was a sliding bearing modeled by a roller. The original design for the hanger rod connection to the fourth floor walkway was a continuous rod through both walkway box beams (Figure 1 below).
Events and disputed communications between G.C.E. engineers and Havens resulted in a design change from a single to a double hanger rod box beam connection for use at the fourth floor walkways. The fabricator requested this change to avoid threading the entire rod. They made the change, and the contract’s Shop Drawing 30 and Erection Drawing E-3 were changed (Figure 2 shows the hanger rod as built).
On February 16, 1979, G.C.E. received 42 shop drawings (including the revised Shop Drawing 30 and Erection Drawing E-3). On February 26, 1979, G.C.E. returned the drawings to Havens, stamped with Gillum’s engineering review seal, authorizing construction. The fabricator (Havens) built the walkways in compliance with the directions contained in the structural drawings, as interpreted by the shop drawings, with regard to these hangers. In addition, Havens followed the American Institute of Steel Construction (AISC) guidelines and standards for the actual design of steel-to-steel connections by steel fabricators.
As a precedent for the Hyatt case, the Guide to Investigation of Structural Failure‘s Section 4.5, “Failure Causes Classified by Connection Type,” states that:
Overall collapses resulting from connection failures have occurred only in structures with few or no redundancies. Where low strength connections have been repeated, the failure of one has lead to failure of neighboring connections and a progressive collapse has occurred. The primary causes of connection failures are:
- Improper design due to lack of consideration of all forces acting on a connection, especially those associated with volume changes.
- Improper design utilizing abrupt section changes resulting in stress concentrations.
- Insufficient provisions for rotation and movement.
- Improper preparation of mating surfaces and installation of connections.
- Degradation of materials in a connection.
- Lack of consideration of large residual stresses resulting from manufacture or fabrication.
On October 14, 1979, part of the atrium roof collapsed while the hotel was under construction. As a result, the owner called in the inspection team. The inspection team’s contract dealt primarily with the investigation of the cause of the roof collapse and created no obligation to check any engineering or design work beyond the scope of their investigation and contract. In addition to the inspection team, the owner retained, on October 16, 1979, an independent engineering firm, Seiden-Page, to investigate the cause of the atrium roof collapse. On October 20, 1979, G.C.E.’s Gillum wrote the owner, stating that he was undertaking both an atrium collapse investigation as well as a thorough design check of all the members comprising the atrium roof. G.C.E. promised to check all steel connections in the structures, not just those found in the roof.
From October-November, 1979, various reports were sent from G.C.E. to the owner and architect, assuring the overall safety of the entire atrium. In addition to the reports, meetings were held between the owner, architect and G.C.E.
In July of 1980, the construction was complete, and the Kansas City Hyatt Regency Hotel was opened for business.
Just one year later, on July 17, 1981, the box beams resting on the supporting rod nuts and washers were deformed, so that the box beam resting on the nuts and washers on the rods could no longer hold up the load. The box beams (and walkways) separated from the ceiling rods and the fourth and second floor walkways across the atrium of the Hyatt Regency Hotel collapsed, killing 114 and injuring in excess of 200 others.
One investigation report gave the following summary:
The Hyatt Regency consists of three main sections: a 40-story tower section, a function block, and a connecting atrium. The atrium is a large open area, approximately 117 ft (36 m) by 145 ft (44 m) in plan and 50 ft (15 m) high. Three suspended walkways spanned the atrium at the second, third and fourth floor levels [see Figure 3 on following page]. These walkways connected the tower section and the function block. The third floor walkway was independently suspended from the atrium roof trusses while the second floor walkway was suspended from the fourth floor walkway, which in turn was suspended from the roof framing.
In the collapse, the second and fourth floor walkways fell to the atrium first floor with the fourth floor walkway coming to rest on top of the second. Most of those killed or injured were either on the atrium first floor level or on the second floor walkway. The third floor walkway was not involved in the collapse.
Following the accident investigations, on February 3, 1984, the Missouri Board of Architects, Professional Engineers and Land Surveyors filed a complaint against Daniel M. Duncan, Jack D. Gillum, and G.C.E. International, Inc., charging gross negligence, incompetence, misconduct and unprofessional conduct in the practice of engineering in connection with their performance of engineering services in the design and construction of the Hyatt Regency Hotel. The NBS report noted that:
The hanger rod detail actually used in the construction of the second and fourth floor walkways is a departure from the detail shown on the contract drawings. In the original arrangement each hanger rod was to be continuous from the second floor walkway to the hanger rod bracket attached to the atrium roof framing. The design load to be transferred to each hanger rod at the second floor walkway would have been 20.3 kips (90 kN). An essentially identical load would have been transferred to each hanger rod at the fourth floor walkway. Thus the design load acting on the upper portion of a continuous hanger rod would have been twice that acting on the lower portion, but the required design load for the box beam hanger rod connections would have been the same for both walkways (20.3 kips (90 kN)).11
The hanger rod configuration actually used consisted of two hanger rods: the fourth floor to ceiling hanger rod segment as originally detailed on the second to fourth floor segment which was offset 4 in. (102 mm) inward along the axis of the box beam. With this modification the design load to be transferred by each second floor box beam-hanger rod connection was unchanged, as were the loads in the upper and lower hanger rod segments. However, the load to be transferred from the fourth floor box beam to the upper hanger rod under this arrangement was essentially doubled, thus compounding an already critical condition. The design load for a fourth floor box beam-hanger rod connection would be 40.7 kips (181 kN) for this configuration. …
Had this change in hanger rod detail not been made, the ultimate capacity of the box beam-hanger rod connection still would have been far short of that expected of a connection designed in accordance with the Kansas City Building Code, which is based on the AISC Specification. In terms of ultimate load capacity of the connection, the minimum value should have been 1.67 times 20.3, or 33.9 kips (151 kN). Based on test results the mean ultimate capacity of a single-rod connection is approximately 20.5 kips (91 kN), depending on the weld area. Thus the ultimate capacity actually available using the original connection detail would have been approximately 60% of that expected of a connection designed in accordance with AISC Specifications.12
During the 26-week administrative law trial that ensued, G.C.E. representatives denied ever receiving the call about the design change. Yet, Gillum affixed his seal of approval to the revised engineering design drawings.
Results of the hearing concluded that G.C.E., in preparation of their structural detail drawings, “depicting the box beam hanger rod connection for the Hyatt atrium walkways, failed to conform to acceptable engineering practice. [This is based] upon evidence of a number of mistakes, errors, omissions and inadequacies contained on this section detail itself and of [G.C.E.'s] alleged failure to conform to the accepted custom and practice of engineering for proper communication of the engineer’s design intent.”13 Evidence showed that neither due care during the design phase, nor appropriate investigations following the atrium roof collapse were undertaken by G.C.E. In addition, G.C.E. was found responsible for the change from a one-rod to a two-rod system. Further, it was found that even if Havens failed to review the shop drawings or to specifically note the box beam hanger rod connections, the engineers were still responsible for the final check. Evidence showed that G.C.E. engineers did not “spot check” the connection or the atrium roof collapse, and that they placed too much reliance on Havens.
Due to evidence supplied at the Hearings, a number of principals involved lost their engineering licenses, a number of firms went bankrupt, and many expensive legal suits were settled out of court. In November, 1984, Duncan, Gillum, and G.C.E. International, Inc. were found guilty of gross negligence, misconduct and unprofessional conduct in the practice of engineering. Subsequently, Duncan and Gillum lost their licenses to practice engineering in the State of Missouri (and later, Texas), and G.C.E. had its certificate of authority as an engineering firm revoked.
As a result of the Hyatt Regency Walkways Collapse, the American Society of Civil Engineering (ASCE) adopted a report that states structural engineers have full responsibility for design projects.
Both Duncan and Gillum are now practicing engineers in states other than Missouri and Texas.
The responsibility for and obligation to design steel-to-steel connections in construction lies at the heart of the Hyatt Regency Hotel project controversy. To understand the issues of negligence and the engineer’s design responsibility, we must examine some key elements associated with professional obligations to protect the public. This will be discussed in class from three perspectives: the implicit social contract between engineers and society; the issue of public risk and informed consent; and negligence and codes of ethics of professional societies.
Annotated Bibliography
Davis, Michael, “Thinking Like An Engineer: The Place of a Code of Ethics in the Practice of a Profession,” Philosophy & Public Affairs, Vol. 20, No. 2, Spring 1991, pp. 150-167. (see also, “Explaining Wrongdoing,” Journal of Social Philosophy, Vol. 20, Numbers 1&2, Spring/Fall 1989, pp. 74-90.
In these lucid essays, Davis argues that “a code of professional ethics is central to advising individual engineers how to conduct themselves, to judging their conduct, and ultimately to understanding engineering as a profession.” Using the now infamous Challenger disaster as his model, Davis discusses both the evolution of engineering ethics as well as why engineers should obey their professional codes of ethics, from both a pragmatic and ethically-responsible point of view. Essential reading for any graduating engineering student.
Engineering News Report.
Throughout the hearings, Engineering News Report, published by the National Society of Professional Engineers (NSPE), kept vigilant watch over the case. Of particular interest are their following articles:
- “Hyatt Walkway Design Switched,” July 30, 1981.
- “Hyatt Hearing Traces Design Change,” July 26, 1984.
- “Difference of Opinion: Hyatt Structural Engineer Gillum Disputes NBS Collapse Report,” September 6, 1984.
- “Weld Aided Collapse, Witness Says,” September 13, 1984.
- “Judge Bars Hyatt Tests,” September 20, 1984.
- “Hyatt Engineers Found Guilty of Negligence,” November 21, 1985.
- “Hyatt Ruling Rocks Engineers,” November 28, 1985.
- “Construction Rescuers Sue,” August 7, 1986.
Glickman, Theodore S., and Michael Gough (eds.), Readings in Risk, Washington, D.C.: Resources for the Future, 1990.
This is an excellent collection of essays on managing technology-induced risk. As a starting-off point, of particular worth to the engineers are the essays: “Probing the Question of Technology-Induced Risk” and “Choosing and Managing Technology-Induced Risk,” by M. Granger Morgan; “Defining Risk,” by Baruch Fischhoff, Stephen R. Watson, and Chris Hope; “Risk Analysis: Understanding ‘How Safe is Safe Enough?’,” by Stephen L. Derby and Ralph L. Keeney; “Social Benefit Versus Technological Risk,” by Chauncey Starr; and “The Application of Probabilistic Risk Assessment Techniques to Energy Technologies,” by Norman C. Rasmussen.
Gibble, Kenneth (ed.), Management Lessons from Engineering Failures, Proceedings of a symposium sponsored by the Engineering Management Division of the American Society of Civil Engineers in conjunction with the ASCE Convention in Boston, October 28, 1986, New York: American Society of Civil Engineers, 1986.
This short work examines a variety of engineering failures, including those involving individual planning, and project failures. In particular see Irvin M. Fogel’s essay, “Avoiding ‘Failures’ Caused by Lack of Management,” and Gerald W. Farquhar’s “Lessons to be Learned in the Management of Change Orders in Shop Drawings,” both excellent illustrations for use with the Hyatt case.
Hall, John C., “Acts and Omissions,” The Philosophical Quarterly, Vol. 39, No. 157, October 1989, pp. 399-408.
This article is a discussion of the legal and ethical ramifications of professional choices and activities, both active and passive.
“Hyatt Notebook: Parts I and II,” Kansas City, October 1984 and November 1984.
These are two articles written by a Kansas City television reporter for the local magazine, Kansas City, detailing highlights from the 26-week Hyatt Regency Walkways Collapse hearings.
Janney, Jack R. (ed.), Guide to Investigation of Structural Failures, prepared for the American Society of Civil Engineers’ Research Council on Performance of Structures, sponsored by the Federal Highway Administration, U.S. Department of Transportation, Contract No. DOTFH118843, 1979.
This short volume gives an excellent overview of structural failure investigation procedures, and discusses failure causes by project type, structural type, and material, connection and foundation type. In addition, discussions on field operations, project management, and data analysis and reports are offered. Of particular interest to those studying the Hyatt case are sections 4.5-4.7, “Failure Causes Classified by Connection Type,” and “Steel to Steel Connections.”
Martin, Mike W. and Roland Schinzinger, Ethics in Engineering (2nd ed.), New York: McGraw-Hill Book Company, 1989.
An excellent text-book treatment of ethical issues in engineering. Of particular interest to this case is Part Two, “The Experimental Nature of Engineering,” and Part Three, “Engineers, Management and Organizations.”
McK Norrie, Kenneth, “Reasonable: The Keystone of Negligence,” Journal of Medical Ethics, Vol. 13, No. 2, June 1987, pp. 92-94.
This article is a brief discussion of legal liability for professional actions. “The more knowledge, skill and experience a person has, the higher standard the law subjects that person to” (p. 92).
PDF version: Missouri Board for Architects, Professional Engineers and Land Surveyors vs. Daniel M. Duncan, Jack D. Gillum and G.C.E. International, Inc., before the Administrative Hearing Commission, State of Missouri, Case No. AR840239, Statement of the Case, Findings of Fact, Conclusions of Law and Decision rendered by Judge James B. Deutsch, November 14, 1985, 442 pp. Note this is a BIG file – 20 Mb!
Word version: Missouri Board for Architects, Professional Engineers and Land Surveyors vs. Daniel M. Duncan, Jack D. Gillum and G.C.E. International, Inc., before the Administrative Hearing Commission, State of Missouri, Case No. AR840239, Statement of the Case, Findings of Fact, Conclusions of Law and Decision rendered by Judge James B. Deutsch, November 14, 1985, 442 pp. This has been changed to Word format, without any checking. Many errors are found when the scanner attempted to transcribe the pdf file to Word, but no one has found the time to correct the conversion
This volume contains the findings, conclusions of law and the final decision of the Hyatt Regency Walkways Collapse case, as rendered by Judge James B. Deutsch. The volume contains both the findings of the case and an excellent general discussion of responsibilities of the professional engineer.
Pfrang, Edward O. and Richard Marshall, “Collapse of the Kansas City Hyatt Regency Walkways,” Civil Engineering-ASCE, July 1982, pp. 65-68.
Official findings of the failure investigation conducted by the National Bureau of Standards, U.S. Department of Commerce. Among its conclusions was this: “Even if the now-notorious design shift in the hanger rod details had not been made, the entire design of all three walkways, including the one which did not collapse, was a significant violation of the Kansas City Building Code.”
The Federal Emergency Management Agency’s (FEMA) United States Fire Administration (USFA) have recently issued a special report examining the characteristics and causes of Large Loss Building Fires (PDF, 834 Kb).
The report, developed by USFA’s National Fire Data Center, is based on 2007 to 2009 data from the National Fire Incident Reporting System (NFIRS).
- From 2007 to 2009, an estimated 900 large loss building fires were reported by U.S. fire departments annually.
- These fires caused an estimated 35 deaths, 100 injuries, and $2.8 billion dollars in property damage.
- In this report, large loss building fires are defined as fires that resulted in a total dollar loss of $1 million or more.
According to the report:
- Forty-eight percent of large loss fires occur in residential buildings.
- Exposures are the leading cause of large loss building fires at 22 percent, followed by electrical malfunctions (12 percent), other unintentional, careless actions (11 percent), and intentional (9 percent).
- A peak in large loss building fires is seen between the hours of 1 a.m. and 4 a.m.
- Attics are the primary origin of all large loss building fires, along with cooking areas or kitchens.
Large Loss Building Fires (PDF, 834 Kb) is part of the USFA’s Topical Fire Report Series.
Topical reports explore facets of the U.S. fire problem as depicted through data collected in NFIRS. Each topical report briefly addresses the nature of the specific fire or fire-related topic, highlights important findings from the data, and may suggest other resources to consider for further information.
Also included are recent examples of fire incidents that demonstrate some of the issues addressed in the report or that put the report topic in context.
Examples
The following are some recent examples of large loss fires reported by the media:
- October 2010: A fire in a Franklin, TN, home resulted in $2.5 million worth of damage. The cause of the fire is still unknown, but the fire began in a patio fireplace. The family of four present in the house at the time of the fire was able to escape safely. Four firefighters were injured while fighting the fire; two of them were treated at the scene and two were sent to the hospital for minor injuries.
- June 2010: A Palo Alto, CA, two-alarm house fire caused between $1 and $2 million worth of damage. The family of four living in the house was awoken by their son when he heard the smoke alarm. The fire is believed to have been started by an unattended candle or cigarette the son left in a second-story room. The fire was brought under control in about 45 minutes and no deaths or injuries were reported.
- June 2010: A fire that started in a Carmel, IN, shopping mall is believed to have been caused by lightning. Investigators have determined that the fire started in a restaurant located at the north end of the mall. There were no deaths or injuries as a result of the fire, but investigators estimate that the fire caused over $5 million worth of damage.
- May 2009: A fire that started in a Gallery Furniture storage warehouse located in Houston, TX, resulted in at least $15 million worth of damage. Investigators have determined that the fire was caused by arson. Thirty to 40 employees were present when the fire broke out. The fire was determined to have been started in an area only accessible to employees. There were no injuries or deaths as a result of the fire.
Additional reports of interests include;
One- and Two-Family Residential Building Fires (PDF, 779 Kb)
Multifamily Residential Building Fires (PDF, 775 Kb
Vacant Residential Building Fires (PDF, 744 Kb)
Fire in the United States Fifteenth Edition (2003-2007) (PDF, 5 Mb)- 14th Edition (PDF, 4.1 Mb)
- 13th Edition (PDF, 1.3 Mb)
- 12th Edition (PDF, 2.3 Mb)
- 11th Edition (PDF, 1.7 Mb)
- 10th Edition (PDF, 2.0 Mb)
- 9th Edition (PDF, 3.7 Mb)
Profile of Fire in the United States Fifteenth Edition (2003-2007) (PDF, 1.3 Mb)- 14th Edition (PDF, 2.7 Mb)
- 13th Edition (PDF, 806 Kb)
- 12th Edition (PDF, 1.7 Mb)
View more videos at: http://www.nbcdfw.com.
As we approach the July 4th holiday period, two significant LODD incidents previously occurred during this time frame that hold a number of lessons learned related to command management, operations, building construction principles and building performance, fire behavior and the ever present dangers of the job.
Take the opportunity to learn more about these events, and expand your insights and knowledge base.
Take a moment to reflect upon the supreme sacrifice made by these heroic firefighters and the messages that lay within the pages of the incident case studies, reports and summaries.
There’s a lot of practical safety and operational information on these events along with a tremendous volume of information in the various text books on strategy and tactics, incident command and building construction.
Learn from the past so we don’t repeat it. Remember- NO MORE HISTORY REPEATING EVENTS!
The Hackensack Ford Fire & Collapse occurred nearly ten years AFTER another tragic LODD event involving a bowstring truss roof collapse; the August 2nd, 1978 FDNY Waldbaum’s Fire, Brooklyn, New York that took the lives of six FDNY firefighters.
Street Smarts for Safety and Survival…………Stay safe.
Additional Relevant Safety considerations, HERE and HERE
Twenty-Three Year Anniversary Hackensack Ford Fire and Truss roof collapse, Hackensack Fire Department. July 1st, 1988
Pause to remember our brothers who made the ultimate sacrifice twenty-three years ago, on July 1st, 1988 and the lessons learned from this event.
On July 1, 1988 Hackensack’s Captain RICHARD L. WILLIAMS, Lieutenant RICHARD REINHAGEN, Firefighter WILLIAM KREJSA, firefighter LEONARD RADUMSKI, and Firefighter STEPHEN ENNIS lost their lives at Hackensack Ford when a bowstring arch truss collapsed entrapping them in the area below. The five firefighters were in the structure, a bowstring truss building, when the roof suddenly collapsed a 60-foot square section of the building’s wood bowstring truss roof collapsed, and an intense fire immediately engulfed the area. Williams, Kresja and Radumski were killed instantly, and four other firefighters escaped. Reinhagen and Ennis survived the initial collapse and found refuge in a tool room where they spent the next 13 minutes calling for help.. . despite heroic rescue attempts, succumbed to carbon monoxide poisoning. Approximately 90 minutes after the collapse, firefighters located the bodies of their fallen comrades.
Three (3) building factors contributed to the collapse of this bowstring trussed roof:
• Alterations that consisted of a heavy ceiling of cementitious material on wire lathe;
• Auto parts storage in the attic; and
• The Fire burned for a significant length of time and was well advanced prior to detection.
• This roof collapsed 35 Minutes after the initial units arrived.
Remember:
• CAPT. RICHARD L. WILLIAMS, Engine Co. No. 304
• LIEUT. RICHARD REINHAGEN, Engine Co. No. 302
• F/F WILLIAM KREJSA, Engine Co. No. 301
• F/F LEONARD RADUMSKI, Engine Co. No. 302
• F/F STEPHEN ENNIS, Rescue Co. No. 308
NFPA SUMMARY
Hackensack, New Jersey Fire Fighter Fatalities July 1, 1988
Five fire fighters from the Hackensack, New Jersey Fire Department were killed while they were engaged in interior fire suppression efforts at an automobile dealership when portions of the building’s wood bowstring truss roof suddenly collapsed. The incident occurred on Friday, July 1, 1988, at approximately 3:00 p.m., when the fire department began to receive the first of a series of telephone calls reporting “flames and smoke” coming from the roof of the Hackensack Ford Dealership.
Two engines, a ladder company, and a battalion chief responded to the first alarm assignment. The first arriving fire fighters observed a “heavy smoke condition” at the roof area of the building. Engine company crews investigated the source of the smoke inside the building while the truck company crew assessed conditions on the roof. For the next 20 minutes, the focus of the suppression effort was concentrated on these initial tactics.
During this time, however, little headway appeared to have been made by the initial suppression efforts, and the magnitude of the fire continued to grow. The overall fire ground tactics were shifted to a more “defensive” posture (exterior operation) and the battalion chief gave the order to “back your lines out.” However, before suppression crews could exit form the interior, a sudden partial collapse of the truss roof occurred, trapping six fire fighters. An intense fire immediately engulfed the area of the collapse. One trapped fire fighter was able to escape through an opening in the debris. The other five died as a result of the collapse. This incident and several others before and since, provide important lessons to the fire service regarding the fire ground hazards of wood truss roof assemblies.
This NFPA Summary may be reproduced in whole or in part for fire safety educational purposes as long as the meaning of the summary is not altered, credit is given to NFPA and the copyright of the NFPA is protected.
Following is an excerpt from the New York Times article:
Demers contended that Chief Williams, primarily because of the volume of fire on the rooftop, should have ordered nine firefighters out of the garage within 7 minutes of his arrival. The order to pull out was given at 3:34 p.m., about 30 minutes after his arrival, the report said.
- “This radio message was not acknowledged by any companies,” the report said.
The roof collapsed at 3:36 p.m. Three firefighters were hit by burning debris and killed, four escaped, and two, Lieut. Richard R. Reinhagen and Stephen Ennis, took refuge in the tool room.
- At 3:39 p.m., Lieutenant Reinhagen began to radio his location and appeal for help, the report said.
In one of the major communications flaws cited by Mr. Demers at the fire scene, all departmental communications were transmitted on a single channel, or frequency. Consequently, Lieutenant Reinhagen’s appeals for help were intermingled with orders for deploying men and hoses and instructions to arriving companies.
- “You have to hurry, we’re running out of air,” Lieutenant Reinhagen said at 3:42 p.m.
Headquarters then radioed to Chief Williams: “Expedite on that, they’re running out of air.” The transcript did not show any response from Chief Williams.Over the next 6 minutes, through 3:48 p.m., Lieutenant Reinhagen made 10 more calls. None was answered. For three of the minutes, bells indicating depletion of his air tanks’ supply were ringing repeatedly. At one point, a civilian who overheard the ringing on a radio scanner called fire headquarters to tell officials of the noise.
At 3:49 p.m., the Lieutenant radioed: “Chief, this is Lieutenant Reinhagen. I’m still stuck back in the right rear of the building in the closet. We are out of air in a closet. We’re out of air.”
“What’s your location?” Chief Williams said. The response was inaudible and the Chief began ordering water from a truck.
At 3:50 p.m., the Lieutenant got the Chief directly and repeated that they were “stuck in a closet” and “out of air.”
- “Stuck in a closet?” Chief Williams asked.
Twelve seconds later, the Chief Williams asked: “Where you at?”
- “Right there in the closet,” came the response.
- Fourteen seconds later, Lieutenant Reinhagen radioed again: “Help. The right rear. Out of air. Anybody out there? Stuck in the closet, right rear. No air. Help.”
The Lieutenant was asked if he was on the first or second floor. “First floor, underneath the collapsed ceiling,” the Lieutenant said at 3:52 p.m. It was his last transmission. Firemen eventually punched a hole through an exterior wall about 10 feet from the tool room, but saw only a mass of flame, Mr. Demers said. The burning timbers were leaning against the tool room, he said, but neither fireman was burned.
Learn from the past so we don’t repeat it. Remember- NO MORE HISTORY REPEATING EVENTS!
Some Open Questions;
- What impact did the Hackensack Ford Fire & Collapse have upon you in your career?
- Were you aware of this event and its lessons learned prior to this posting?
- What do you feel you need to learn related to Building Construction, Fire Behavior or Strategy and Tactics related to various occupancies and construction types?
- What is you knowledge base on Truss Construction related to Timber Bow String or Engineered Structural Systems?
Additional References:
NFPA REPORT, HERE
Dave STATter’s 2008 Coverage, HERE
Fire Rescue Magazine Article, A Failure in Command; HERE
Lessons Learned from Tim Sendelbach, Editor-in-Chief, FireRescue magazine, HERE
Other Resource Links:
http://www.wusa9.com/news/columnist/blogs/2008/06/hackensack-ford-20-years-later.html
http://query.nytimes.com/gst/fullpage.html?res=940DE3D6143FF931A357…
http://www3.gendisasters.com/new-jersey/6534/hackensack-nj-fire-aut…
http://www.nfpa.org/itemDetail.asp?categoryID=442&itemID=18676&;…;…
Memorial Park, Hackensack, NJ (http://www.cyberonic.net/~mikef6/p0000120.htm)
Three Firefighters and Three Sisters Killed in Gloucester City, New Jersey Building Collapse during Fire Attack, Rescue Operation, July 4th, 2002
On July 4th, 2002 at 0136 hrs.,The Gloucester City Fire Department was dispatched to 200 North Broadway for a reported house fire. Responding units were advised that occupants may be trapped. First arriving units were on location in less than three minutes.
They found heavy fire on all exposures of a three-story multi-family dwelling and initiated a search for entrapped occupants. (Various reports from bystanders were at times conflicting regarding the number and location of victims). While providing an aggressive interior attack and rescue operation, an occupant was rescued from the dwelling. Due to the severity of their injuries they were unable to give direction regarding the whereabouts of any other occupants.
While all hands were operating by continuing an aggressive interior attack and rescue, a partial collapse of the structure occurred. An emergency evacuation signal was sounded and while that was commencing a further and much more substantial collapse occurred trapping eight firefighters inside the burning debris.
Additional specialized collapse rescue resources were requested, firefighter accountability was initiated and rescue efforts were intensified. Five of the eight trapped firefighters were rescued. Three of the eight gave the ultimate sacrifice in service to their fellow man. Unfortunately these three children did not survive. A total of nine victims were transported to area hospitals, one civilian and eight firefighters.
Remember:
• James Sylvester
Fire Chief, Mount Ephraim Fire Department
Sylvester, 31, a 17 year veteran, was survived by his wife, who was pregnant with the couple’s first child
• John West
Deputy Chief, Mount Ephraim Fire Department
West, 40, a 23-year veteran, was survived by his wife and three children
• Thomas G. Stewart III
Paid Firefighter, Gloucester City Fire Department
Stewart, 30, a 13 year veteran, was survived by his fiancée and their son. Stewart publicly proposed to his girlfriend, hours before the fire while they watched the city’s fireworks from high atop a fire truck ladder at Gloucester City High School.
NIOSH REPORT: Structural Collapse at Residential Fire Claims Lives of Two Volunteer Fire Chiefs and One Career Fire Fighter – New Jersey, HERE
Philadelphia Inquirer Posting, HERE
Everyone Goes Home Newsletter Article by Chris Collier, HERE
New Jersey Division of Fire Safety LODD Report, HERE
SUMMARY
On July 4, 2002, a 30-year-old male volunteer fire chief, a 40-year-old male volunteer deputy fire chief, and a 30-year-old male career fire fighter died when a residential structure collapsed, trapping them, along with four fire fighters and an officer who survived. At 0136 hours, a combination fire department and a mutual-aid volunteer fire department were dispatched to a structure fire. Local law enforcement radioed Central Dispatch reporting a fully involved structure with three children trapped on the second floor. The first officer on the scene assumed incident command and reported to Central Dispatch that the incident site was a three-story structure with fire showing and that people could be seen at the windows. Note: The female resident (survivor) was the person seen in the window.
The three children that were reported as being trapped did not survive and were later found in the debris. Additional units were requested, including a mutual-aid ladder company from a career department. Crews were on the scene searching for occupants and fighting the fire for approximately 27 minutes when the building collapsed.
NIOSH investigators concluded that, to minimize the risk of similar incidents, fire departments should;
• Ensure that the department’s structural fire fighting standard operating guidelines (SOGs) are followed and refresher training is provided
• Ensure that the Incident Commander (IC) formulates and establishes a strategic plan for offensive and defensive operations
• Ensure that the incident commander (IC) continuously evaluates the risk versus gain during operations at an incident
• Ensure that a separate Incident Safety Officer, independent from the Incident Commander, is appointed
• Ensure that fire fighters conducting interior operations (e.g., search and rescue, initial attack, etc.) provide progress reports to the IC
• Ensure that accountability for all personnel at the fire scene is maintained
• Ensure that a Rapid Intervention Team (RIT) is established and in position
• Ensure that the officer in charge of an incident recognize factors (e.g., structural defects, large body of fire in an old structure, etc.) when analyzing potential building collapse
• Ensure, when feasible, that fire fighters should respond together, in one emergency vehicle, as a crew
Additionally, municipalities should consider
• Establishing and maintaining regional mutual-aid radio channels to coordinate and communicate activities involving units from multiple jurisdictions
In order to minimize the risk of similar incidents, the New Jersey Division of Fire Safety identified key issues that must be addressed and remedies that should be implemented within all departments.
1. FACTOR: There appears to be a disconnect between career and volunteer personnel in the Gloucester City Fire Department (GCFD). Many personnel expressed the concern that the GCFD operated as separate fire departments rather than as one.
REMEDY: It is essential that all firefighters put individual differences aside in order to work together successfully as a team to achieve their common goal of saving lives and property.
2. FACTOR: The GCFD, faces a common dilemma associated with combination fire departments: staffing levels may be unpredictable depending on how many volunteers are available to respond to any one incident. This unpredictability can result in insufficient staff to perform required tasks until additional staff arrives.
REMEDY: Elected or appointed municipal officials need to make a commitment to the adequate staffing of the fire department and staffing levels must allow for compliance with the two-in / two-out provisions of the Public Employees Occupational Safety and Health (PEOSH) Standard 29CFR1910.134. The New Jersey Division of Fire Safety can provide assistance to the municipalities and provide examples of how this can be accomplished
3. FACTOR: Due to the limited number of firefighting personnel who arrived at this incident, all initial efforts were focused on the rescue of occupants. This postponed fire suppression operations until additional resources arrived. Because rescue and fire suppression operations were performed sequentially rather than simultaneously, the fire may have spread more quickly resulting in the early failure of the structure.
REMEDY: Sufficient personnel are critical to ensure that all necessary operations can be performed at the appropriate time. Furthermore, a continual size-up assessment must be maintained so that the Incident Commander (IC) can be kept aware of the conditions as the incident progresses. This continual size-up will allow the IC to modify the strategy and / or tactics as deemed necessary.
4. FACTOR: Although the GCFD was equipped with a thermal imaging camera (TIC), firefighters failed to utilize it for the initial search for victims. The TIC was also not used properly to analyze the scope of the incident and determine what tactics to employ.
REMEDY: Fire departments that possess TIC units should use them regularly during routine operations such as training, scene size up, search and rescue and structural fire fighting.
5. FACTOR: From the onset of operations, the Incident Management System (IMS) was not properly expanded as the incident progressed. Given the scale of this incident, the span of control quickly became too large for the IC to effectively manage and additional functions were not delegated to subordinates. Critical tasks such as safety and accountability were not effectively implemented.
REMEDY: N.J.A.C. 5:75 mandates that all fire departments utilize an IMS. It is a modular system, which allows the IC to apply only those elements that are necessary at a particular incident, and allows elements to be activated or deactivated as incidents escalate or decline. Fire departments are required to adopt written plans, or Standard Operating Guidelines (SOG’s) based on the IMS, to address different types of incidents. The NJ Division of Fire Safety distributed suggested SOGs upon adoption of this regulation and they continue to be available to all fire departments.
6. FACTOR: The GCFD did not assign a dedicated safety officer (SO) to observe operations and terminate potentially unsafe actions.
REMEDY: IMS regulations under N.J.A.C. 5:75 mandate the use of safety officers (SO’s) at all incidents. An SO is required to observe operations on the fire scene, identify next steps and order the correction of safety hazards to personnel. Given the scope of this incident, the IC should have assigned at least one SO.
7. FACTOR: The GCFD did not designate accountability officers to monitor each area of entry into the structure. Nor was a Personal Accountability Report (PAR) or roll sheet utilized to track personnel and monitor their functions. Therefore, the concept of accountability of personnel location, function, and time failed.
REMEDY: Although not enforceable at the time of this incident, the regulations for the NJ Personal Accountability System (NJPAS) under N.J.A.C 5:75 now require that fire departments utilize an accountability system. This system includes the designation of accountability officers and the use of PAR’s / roll calls, all within the framework of the IMS that is required to be utilized at all incidents. The NJ Division of Fire Safety is in the process of finalizing suggested SOGs and will distribute them to all fire departments when complete.
8. FACTOR: Although firefighters Sylvester and Stewart were equipped with Personal Alert Safety System (PASS) devices, they did not activate them prior to entering the structure. It should be further noted that their PASS devices were not automated; they had to be manually activated by the user. Firefighter West was not equipped with a PASS device.
REMEDY: PASS devices must be provided, used, and maintained in accordance with PEOSH regulations under N.J.A.C. 12:100-10 et seq. Although many departments still rely on PASS devices that must be activated manually, – devices that are acceptable by PEOSH regulations – they are not ideal because the firefighter must remember to activate the PASS device. For this reason, fire departments should strongly consider upgrading their SCBA to those employing automatic activating PASS devices.
9. FACTOR: The GCFD did not specifically designate the required personnel for the rescue of distressed firefighters through the establishment of Rapid Intervention Teams (RIT) or Firefighter Assist and Search Teams (FAST). Consequently, when the building collapsed, there was not a properly equipped team in place for immediate rescue operations.
REMEDY: IMS regulations under N.J.A.C. 5:75 require that fire departments utilize RIT or FAST to rescue distressed firefighters when operating in a hazardous atmosphere. The IC should request a RIT or FAST as soon as possible after dispatch to allow the team to arrive quickly.
10. FACTOR: Not all fire departments operating on the fire ground were communicating on the same radio frequency, which resulted in communication failures. Although, the Camden Fire Department (CFD) did have the capability to communicate on the GCFD “Fire 5” frequency they chose not to.
REMEDY: IMS regulations under N.J.A.C. 5:75 require that a communication system allow for inter-agency communication during mutual aid responses by providing a direct communication link between companies. Fire departments should work with other departments that are used routinely for mutual aid to ensure radio interoperability.
11. FACTOR: An emergency evacuation signal was sounded upon reports of a firefighter missing inside the structure before the impending collapse, however, the signal was never sounded at any other time prior to the collapse, nor was it sounded immediately after the collapse.
REMEDY: In the event an emergency evacuation becomes necessary and an emergency signal is required, N.J.A.C. 5:75 requires that fire departments utilize an emergency evacuation signal that is easily recognizable and distinguishable from all other fireground noises. The signal must be utilized when conditions on the fireground indicate an imminent and extreme risk to firefighters. At this time NJ DFS is finalizing a proposal that would establish a statewide emergency evacuation signal.
12. FACTOR: During this incident, fireground conditions were not properly analyzed, which led to the failure to recognize an impending building collapse.
REMEDY: Firefighters and officers need to learn the warning signs and causes of building collapses. Often following a collapse, as was the case with this incident, personnel on the scene report that the structure collapsed “without warning”. However, this is usually not the case; the reality is that the IC and firefighters simply failed to identify the indicators that were present prior to the collapse.
13. FACTOR: After removal of all victims, the remaining structure was demolished and the incident scene was cleared of all debris within 48 hours of law enforcement concluding their origin and cause investigation. This prevented a thorough assessment of the remaining structure in order to identify the cause and contributing factors of the collapse.
REMEDY: A protocol should be adopted to ensure that fire scenes are secured in a manner that not only allows for public safety, but also prevents immediate demolition. This will provide agencies with an opportunity to conduct any investigations that may be necessary.
14. FACTOR It was difficult to gauge the amount of training for all GCFD personnel due to insufficient record keeping. Although it was determined that the GCFD firefighters and officers met the minimum regulatory training requirements, many members did not possess a great deal of supplemental training with regard to structural firefighting. Additionally, the volunteer firefighters and officers often did not attend the scheduled departmental drills and rarely trained with the career personnel despite having frequent opportunities to participate.
REMEDY: Standards such as NFPA 1500 recommend that fire departments establish a regular training and education program that is commensurate with the duties and functions that firefighters are expected to perform. Additionally, proper record keeping is essential to certify that all personnel have received both required and supplemental training or education.
15. FACTOR: Qualifications of volunteer officers were difficult to judge and there were serious concerns voiced by the career members of the department regarding the suitability of some of the volunteer officers. This resulted in a lack of confidence by several career personnel in the volunteer officers and reluctance to take direction from them.
REMEDY: In addition to the NJ DFS requirement that all fire service supervisors obtain incident management certification; municipal officials need to establish uniform minimum qualifications for fire officers in order to ensure the effective provision of fire suppression services to the public. The NJ DFS recently adopted voluntary fire officer standards and will be developing a training curriculum to meet those standards.
16. FACTOR: It was not possible to determine if a smoke detector inspection was conducted in the building after a change in occupancy in October of 2001 as required by the NJ Uniform Fire Code. The city’s housing department, who has the responsibility for these inspections, was unable to provide documentation of such an inspection to either the Division of Fire Safety or to the Camden County Prosecutor’s Office. It was not clear whether smoke detectors were activated during this fire incident.
REMEDY: It is recommended that the responsibility for smoke detector inspections be transferred to the fire department to ensure complete and documented inspections.
Discovery Channel Special on the Gloucester City Incident. A must see for all Company and Command Officers…
Addtional Link on Bowstring Truss Safety Considerations;
During this week, there were on average, over 8,600 structure fires in the United States. According to NFPA statistics the following occur on average in the U.S;
- A fire department responded to a fire every 23 seconds.
- One structure fire was reported every 66 seconds.
- One home structure fire was reported every 87 seconds
- One civilian fire injury was reported every 31 minutes.
- One civilian fire death occurred every 2 hours and 55 minutes.
- One outside fire was reported every 49 seconds.
- One vehicle fire was reported every 146 seconds.
There are on average of Eight to Ten Firefighter Line-of-duty Deaths each month.
Thus far in 2011 there have been Forty-seven (47) LODD events in the United States. During the same period in 2010, there were thirty-seven (37) LODD events.
During the month of June, there have been nine (9) Fire Fighter Line-of-Duty Deaths, four (4) occurring during Fire/EMS Safety, Health and Survival Week.
The following from the USFA LODD notification page;
| Firefighter’s Name | City, State | Date of Death |
|---|---|---|
| Pham, Chris | Dallas, Texas | 06/23/2011 |
| Burch, Josh | Lake City, Florida | 06/20/2011 |
| Fulton, Brett | Lake City, Florida | 06/20/2011 |
| West, Robin Erlic | Wellford, South Carolina | 06/19/2011 |
| Shaw, Corey | Du Quoin, Illinois | 06/17/2011 |
| Davis, Scott | Muncie, Indiana | 06/15/2011 |
| Rasmussen, Garet | Wenatchee, Washington | 06/12/2011 |
| Valerio, Anthony M. | San Francisco, California | 06/04/2011 |
| Perez, Vincent A. | San Francisco, California | 06/02/2011 |
From the NFPA
Firefighter fatalities (NFPA 2010)
- There were 72 firefighter deaths in 2010 (NFPA)
- There were 87 firefighter deaths in 2010 (USFA)
- Stress, exertion, and other medical-related issues, which usually result in heart attacks or other sudden cardiac events, almost always account for the largest share of deaths in any given year. Of the 39 exertion- or medical-related fatalities in 2010, 34 were classified as sudden cardiac deaths and five were due to strokes or brain aneurysm.
- Fireground operations accounted for 21 deaths.
- Residential structure fires accounted for the largest share of fireground deaths (eight deaths).
- Eleven firefighters died in nine vehicle crashes. In addition to those deaths, four other firefighters were struck and killed by vehicles.
Firefighter injuries (NFPA 2009)
- There were 78,150 firefighter injuries in 2009.
- 32,205 of all firefighter injuries in 2009 occurred during fireground operations. Other firefighter injuries by type of duty include: responding to, or returning from an incident (4,965); training (7,935); non-fire emergency (15,455); and other on-duty activities (17,590).
- The major types of injuries received during fireground operations were: strain, sprain; muscular pain; wound, cut, bleeding, bruise; and smoke or gas inhalation.
- The leading causes of fireground injuries were overexertion, strain (25.2%) and fall, slip, jump (22.7%).
- Regionally, the Northeast had the highest fireground injury rate.
This past week, the Fire Service set aside and dedicated a week to allow departments and organizations to focus and concentrate efforts and attention on Fire and EMS safety, health and survival.
The theme and focus in 2011 was Surviving the Fire Ground – Fire Fighter, Fire Officer and Command Preparedness. Primary to the theme was a focus on the mayday event and its various workings and components. Seven days were designated for Safety, however what did you or your organization devoted towards the goals and objectives of Safety Week?
Recognizing there are unique and diverse circumstances and demands within all of our organizations, operations and jurisdictions, and not everyone may have scheduled time or had enough time to allow for the planning and execution of applicable training programs, drills and activities attentive and objective to Safety week. Regardless, it is not too late to plan, develop, schedule, implement and execute. Opportunities are there, you just need to make it happen or advocate for such.
- There are 188 days of opportunity remaining in 2011.
- There are approximately 358 days of opportunity until the 2012 Fire/EMS Safety, Health and Survival Week.
- Enhance upon what you are doing well, improve on what may need advancement or what isn’t up to standards and identify and develop that which is needed but has yet to be implemented.
- Don’t miss these opportunities to make a difference or to influence and change destiny; You have that ability.
- You have choices and decisions to be made, they all have ramifications; Like choosing the red or blue pill…..
The Consciences Observer or Activist
So, at the conclusion of Safety week and as you begin a new week and soon a new month the operative question today is this:
- What did you do on your last alarm response related to operational safety and enhanced situational awareness?
- How about your last training evolution or training drill?
- How about Safety week, hopefully you engaged and participated…
- Do you: participate in, contribute, join in, share, lead, promote, instruct, present, facilitate, help, assist, aid, or
- neglect, disregard, undermine, abuse, challenge, demoralize, undercut, damage, torpedo, circumvent, or avoid?
Take a minute to look over the following list that I first published on December 31, 2010 in advance of the new year, think about what each of these line items can do for you, your organization and the fire service in 2011. It’s mid year and coming on the closing days of this year’s Safety Week activities, it seemed appropriate to list them again. Don’t sacrifice or forego on these mission critical areas when so much is at stake in the domain of combat structural fire suppression, fire ground survival and the integrated operational and safety needs shared by firefighters, company officers and commanders.
Understand the predictability of performance in the buildings and occupancies not only in your jurisdiction, first or second-due areas, but also in those areas that you may be called upon to respond to for greater alarms or mutual aid. Remember Building Knowledge = Firefighter Safety. Understand and improve upon your skill set levels and those of your company, battalion, division, department or region.
Twenty Eleven (2011)
Here are twenty-one (21) Suggested activities, actions or initiatives for you to consider completing in next six months of 2011….
Above all, be safe in all your endeavors, assignments and incident tasks.
- Regardless of my years of experience, I will increase my understanding of the basic principles of Building Construction, because; Building Knowledge=Firefighter Safety.
- Identify eleven (11) buildings within your first-due or response district and complete a pre-fire plan and present this to my company of organization.
- Identify an area where new residential construction is underway and follow the construction process from foundation through completion to gain an understanding of operational issues.
- I will complete the UL Structural stability of engineered lumber in fire conditions online course AND the new UL Fire Behavior course and implement the lessons learned in my strategic and tactical operations.
- I will not take any building or occupancy for granted, and shall take all precautions to ensure crew integrity and safety during my task assignments.
- Complete a 360 assessment of all buildings upon arrival (or delegate), whenever feasible to gain reconnaissance information on the building and incident risks and implement this info into my strategic, tactical plans or company task assignments.
- Research the issues affecting; Engineered Structural Systems (ESS), Fire Behavior/Fire Dynamics or Fire Suppression Management/Fire Loading and develop a training drill to share the lessons learned.
- Select a new or previous published fire service text book and read up on a subject area that I may have neglected or ignored to increase my skill set.
- Implement an objective approach towards effective risk assessment and profiling of all buildings and occupancies during incident operations and implement balanced tactical deployment with aggressive/measured assignments; recognizing that my company and I are not invincible.
- During demanding Combat Structural Fire Engagements, I will; Do the Right Thing at the Right Time for the Right Reasons and will not practice Tactical Entertainment.
- Read the Report of the Week (ROTW) on the National Firefighter Near-Miss Reporting System web site and share the operating experience (OE) lessons with my company or department, to reduce the likelihood of a similar or more serious event.
- I will read Eleven (11) NIOSH Firefighter Fatality Investigation and Prevention Program Reports and present the lessons learned in a discussion, table top, and drill or training program.
- I will attend a regional or national training conference to increase my perspective and awareness of other firefighting, safety or operational methodologies, process or practices to increase firefighter safety in my home organization.
- I will increase my understanding of the NFFF Everyone Goes Home Program initiatives, including the Sixteen Firefighter Life Safety Initiatives, Safety Thru Leadership and the Courage to Be Safe Programs and other new program initiatives and advocate and promote enhanced safety measures in my organization.
- I will advocate and promote safe and defensive apparatus operations during emergency responses and will always buckle-up my seat belt and ensure my crew is always belted-in, not placing my company at risk and obeying traffic signals and postings.
- I will implement the New Rules of Engagement during combat structural fire operations; while monitoring and reacting to on-going building performance and fire behavior.
- I will increase my understanding of the Predictability of Building Performance and base my operational deployments on Occupancy Risk not Occupancy Type.
- I will become a mentor to a new or less experienced firefighter and promote the traditions, honor and duty of our fire service profession, tempered with an emphasis on firefighter safety, survival and wellness.
- I will take NO emergency incident responses as being routine in nature, due to frequency , regularity or past performance, demands or outcomes, nor will I take any building for granted; Company, Team and personal safety and integrity is paramount and I will not be complacent, but remain vigilant based upon my training, skills and experience.
- I will be an aggressive firefighter; operating smarter, working within the parameters of my Department’s protocols, regulations and expectations while employing Tactical Patience and NOT underestimate the fireground, fire behavior or building performance
- I will not settle for status quo; but strive to achieve my highest potential as a firefighter, company officer or commander; and remember I am a brother/sister (firefighter) to everyone in this great profession
Ensure you’re glancing occasionally in your rear view mirror to monitor where you’ve been, while driving your initiatives, programs, processes and actions forward. Above all, maintain the courage to be safe.
Stop and reflect today, where do you stand? What are your true beliefs and convictions in regards to the developing safety culture that is being forged and institutionalized within our fire service? Are your professing one thing, but implementing or allowing another circumstance?
Keep an eye in the rear view mirror; learning from the wisdom and knowledge from where you’ve been, what you’ve done and all your past experiences and practice; but at the same time focusing on the road before you with keen attentiveness on situational awareness, anticipating error-likely conditions and balanced risk assessment and operational management in both your strategic and tactical deployments. Take those opportunities; all 188 days of opportunity remaining in 2011 AND the 358 days of opportunity until the 2012 Fire/EMS Safety, Health and Survival Week. Make a difference, however small. You can do it.
Here are the links to this week’s previous Safety Week postings and articles on CommandSafety.com
If you didn’t have a look and read, take some time to do so. If you didn’t do anything during Safety Week, there’s always next week or the week after… find the time and commit to some training, insights, dialog, discussion…Get Prepared.
Day One: Fire/EMS Safety, Health & Survival Week 2011: Day One- Are You Ready?
Day Two: Fire/EMS Safety, Health and Survival Week: Day Two- Building Knowledge = Fire Fighter Safety
Day Three: Fire/EMS Safety, Health and Survival Week: Day Three-The New Rules of Engagement
Day Four: Fire/EMS Safety, Health and Survival Week: Day Four -The New Fire Ground
Day Five: Fire/EMS Safety, Health and Survival Week 2011: Day Five: Near-Misses, Maydays and Floor Collapses
Extra from Thecompanyofficer.com: Mayday and Rapid Intervention Realities: The Phoenix Perspective



















































































































National Institute for Occupational Safety and Health (NIOSH) Fire Fighter Fatality Investigation and Prevention Program
No commentsVideo Clip recorded live by Fire Department Network News TV (FDNNTV) at the 50th IAFF Fire Fighter Convention in San Diego, CA on August 23, 2010.
The National Institute for Occupational Safety and Health, also known as NIOSH, is a federal agency that is part of the Centers for Disease Control. NIOSH has a mission of generating new knowledge in the occupational safety and health field and to transfer that knowledge into practice for the advancement of workers, including firefighters and emergency responders.
In 1998, the International Association of Fire Fighters (IAFF) requested that Congress fund NIOSH to start a firefighter safety initiative called the NIOSH Fire Fighter Fatality Investigation and Prevention Program. “We investigate fatalities to learn from the mistakes the others made and to try to prevent future fatalities and injuries from occurring in similar events,” stated Project Officer Tim Merinar with the NIOSH Fire Fighter Fatality Investigation and Prevention Program. According to NIOSH, the Fire Fighter Fatality Investigation Program has made over 1,000 recommendations arising from over 300 investigations since its inception in 1998.
Merinar claimed that some do not fully understand who NIOSH is and what their goals are, often being confused with OSHA. However, the National Institute for Occupational Safety and Health is not an enforcement agency, they are a research and education agency. Merinar added, “We’re not looking to find fault or place blame on the fire departments or the individual firefighters in the incidents.”
As soon as possible after an incident, a NIOSH investigator will meet with the fire department. “Oftentimes, we have to explain who we are, why we’re there, what we’re trying to accomplish,” added Merinar. NIOSH investigates as many firefighter fatalities as possible involving structure fires, deaths from cardiovascular disease, as well as deaths during non-fireground incidents.
NIOSH offers many different publications to firefighters, including their newest one about risk management at structure fires. This literature is distributed to the fire service free of charge. Another publication offered to firefighters deals with floor joists and the risk of falling through fire-damaged floors. “They work very well for the construction industry, but when they’re exposed to fire they also fail very rapidly. Which leads to early building collapses,” explained Merinar. “Many firefighters have been injured and killed in these collapses.”
NIOSH FFFIPP
Trends such as this uncovered during their investigations and spread to the fire service, could help prevent future deaths. Another trend found several years ago by NIOSH involved PASS devices not sounding on firefighters who died. According to Merinar, NIOSH worked with the National Fire Protection Association to have the standard changed to make the PASS devices more reliable and more effective for firefighters. Currently, they are working with the NFPA on the thermal degradation characteristics of face piece lenses.
Fire Fighter Fatality Investigation and Prevention Program
For more information on the NIOSH Fire Fighter Fatality Investigation and Prevention Program, incident reports or fire fighter publications, visit www.cdc.gov/niosh/fire/.
Topic Index:
Stakeholder Comment on the National Institute for Occupational Safety and Health (NIOSH) Fire Fighter Fatality Investigation and Prevention Program (FFFIPP)-2011
The National Institute for Occupational Safety and Health (NIOSH) is seeking stakeholder input on the progress and future directions of the Fire Fighter Fatality Investigation and Prevention Program (FFFIPP). Since its initiation in 1998, NIOSH has sought public input to help plan and direct the goals and objectives of the FFFIPP. NIOSH received public comments on the FFFIPP in 1998, March 2006, and November 2008. NIOSH is again seeking input on the progress and future directions of the FFFIPP to ensure that the program is meeting the needs and expectations of the U.S. fire service and to identify ways in which the program can improve its impact on the safety and health of fire fighters across the United States. NIOSH will compile and consider all comments received and use them in making decisions on how to proceed with the FFFIPP.
There are several resources that may be useful to individuals and groups who would like to comment on the FFFIPP:
Related Dockets
NIOSH Docket number 063NIOSH Docket number 063-A
——————————————————————————–
Public Comment Period
Written comments on the document will be accepted through July 29, 2011 in accordance with the instructions below. All material submitted to NIOSH should reference Docket Number NIOSH-063-B. All electronic comments should be formatted as Microsoft Word documents and make reference to docket number NIOSH-063-B.
Comments will be accepted until 5:00 p.m. EDT on July 29, 2011
To submit comments, please use one of these options:
NIOSH Mailstop: C-34
Robert A. Taft Lab.
4676 Columbia Parkway
Cincinnati, Ohio 45226
All information received in response to this notice will be available for public examination and copying at the …
NIOSH Docket Office
4676 Columbia Parkway, Room 111
Cincinnati, Ohio 45226.
A complete electronic docket containing all comments submitted will be available on the NIOSH docket home page, and comments will be available in writing by request. NIOSH includes all comments received without change in the docket, including any personal information provided.
Contact persons for technical information
Chief, Fatality Investigations Team
NIOSH/CDC
1095 Willowdale Road
Mailstop H-1808
Morgantown, WV 26505
304/285-6016
Recent NIOSH Fire Fighter Safety Publications
Preventing Deaths and Injuries of Fire Fighters Operating Modified Excess/Surplus Vehicles
DHHS (NIOSH) Publication No. 2011-125
Fire fighters may be at risk for crash-related injuries while operating excess and other surplus vehicles that have been modified for fire service use. Fire departments with limited resources often craft fire apparatus out of excess/surplus military and other vehicles as an affordable alternative to purchasing new or used apparatus. NIOSH urges fire departments to take precautions and actions to minimize the hazards and risks to fire fighters when using modified excess/surplus vehicles.
Evaluation of Chemical and Particle Exposures During Vehicle Fire Suppression Training (2010)
(56 pages, 4.85 MB)
Health Hazard Evaluation Report, HETA 2008-0241-3113
In September 2008 and July 2009, NIOSH researchers collected area and personal breathing zone air samples during a Health Hazard Evaluation (HHE) to evaluate firefighters’ exposures to airborne chemicals during vehicle fire suppression training. Several hazardous chemicals were found on the area samples, including respiratory toxicants and potential carcinogens. Of the chemicals measured in the personal breathing zones, levels of formaldehyde, carbon monoxide, and isocyanates were near or above short term exposure limits or ceiling limits. In addition, the number of particles and mass of the particles in the air increased during knockdown and remained elevated throughout the fire overhaul. Based on this evaluation, the levels of gases and particles released during vehicle fires have the potential to cause acute health effects to firefighters who do not wear self-contained breathing apparatus.
NIOSH Alert: Preventing Deaths and Injuries of Fire Fighters using Risk Management Principles at Structure Fires
DHHS (NIOSH) Publication No. 2010-153
Fire fighters are often killed or injured when fighting fires in abandoned, vacant, and unoccupied structures. These structures pose additional and sometimes unique risks due to the potential for fire fighters to encounter unexpected and unsafe building conditions such as dilapidation, decay, damage from previous fires and vandals, and other factors such as uncertain occupancy status. Risk management principles must be applied at all structure fires to ensure the appropriate strategy and tactics are used based on the fireground conditions encountered.
Preventing Exposures to Bloodborne Pathogens among Paramedics
DHHS (NIOSH) Publication No. 2010-139
Patient care puts paramedics at risk of exposure to blood. These exposures carry the risk of infection from bloodborne pathogens such as hepatitis B virus (HBV), hepatitis C virus (HCV), and human immunodeficiency virus (HIV), which causes AIDS. A national survey of 2,664 paramedics contributed new information about their risk of exposure to blood and identified opportunities to control exposures and prevent infections.
Preventing Deaths and Injuries of Fire Fighters Working Above Fire-Damaged Floors
DHHS (NIOSH) Publication No. 2009-114
Fire fighters are at risk of falling through fire-damaged floors.
Fire Fighter Fatality Investigation and Prevention Program: Leading Recommendations for Preventing Fire Fighter Fatalities, 1998–2005
DHHS (NIOSH) Publication No. 2009-100
This document is a synthesis of the 1,286 individual recommendations from the 335 FFFIPP investigations conducted from 1998 to 2005.
Fire Fighter Fatality Investigation and Prevention Program Evaluation
NIOSH report of findings from its national survey of U.S. fire departments.
Preventing Fire Fighter Fatalities Due to Heart Attacks and Other Sudden Cardiovascular Events
DHHS (NIOSH) Publication No. 2007-133
Fire fighters are at risk of dying on the job from preventable cardiovascular conditions.
FDA AND NIOSH Public Health Notification: Oxygen Regulator Fires Resulting from Incorrect Use of CGA 870 Seals
This document provides information on the danger of fires at the interface of oxygen regulators and cylinder valves because of incorrect use of CGA 870 seals, and identifies measures to prevent such fires.
NIOSH Alert: Preventing Injuries and Deaths of Fire Fighters due to Truss System Failures
DHHS (NIOSH) Publication No. 2005-132
Fire fighters may be injured and killed when fire-damaged roof and floor truss systems collapse, sometimes without warning.
NIOSH Workplace Solutions—Preventing Deaths and Injuries to Fire Fighters During Live-Fire Training in Acquired Structures
DHHS (NIOSH) Publication No. 2005-102
Fire fighters are subjected to many hazards when participating in live-fire training. Training facilities with approved burn buildings should be used for live-fire training whenever possible. However, when acquired structures are used for live-fire training, NIOSH strongly recommends that fire departments follow the national consensus guidelines in NFPA 1403, standard on live-fire training evolutions [NFPA 2002a] to reduce the risk of injury and death. These guidelines are summarized in the recommendations in this document.
Radio Communication
The past few decades have seen major advancements in the communication industry. These advancements have improved radio frequency spectrum efficiency, but also have added complexity to the expansion of existing systems and the design of new systems. The U.S. Fire Administration in conjunction with the International Association of Fire Fighters has released the report Voice Radio Communications Guide for the Fire Service
3.85 MB (77 pages) This report is designed to help fire service leaders and members understand new communication and radio system issues in order to remain informed players in the process.
Current Status, Knowledge Gaps, and Research Needs Pertaining to Firefighter Radio Communication Systems
The National Institute for Occupational Safety and Health (NIOSH) commissioned this study to identify and address specific deficiencies in firefighter radio communications and to identify technologies that may address these deficiencies. Specifically to be addressed were current and emerging technologies that improve, or hold promise to improve, firefighter radio communications and provide firefighter location in structures.
The National Institute of Standards and Technology, Building and Fire Research Laboratory publication “Testing of Portable Radios in a Fire Fighting Environment”
265 KB (24 pages)
focuses on the thermal environment that radios would be expected to withstand while being used in structural fire fighting operations. Current NFPA standards for radios are reviewed and recommendations for establishing performance standards are presented. The need for providing additional protection from the thermal environment is documented.