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Wind Driven Fires

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Wind Driven Fires

Wind blowing into the broken window of a room on fire can turn a “routine room and contents fire” into a floor-to-ceiling firestorm. Historically, this has led to a significant number of firefighter fatalities and injuries, particularly in high-rise buildings where the fire must be fought from the interior of the structure.

Wind-Driven Fire in a Ranch-Style House in Texas, 2009

On April 12, 2009, a fire in a one-story ranch home in Texas claimed the lives of two fire fighters.  (NIOSH REPORT HERE) Sustained high winds occurred during the incident.  The winds caused a rapid change in the dynamics of the fire after the failure of a large section of glass in the rear of the house. 

Wind Driven Fire in Home, Texas, 2009. Aerial view of damage to the structure. Photo credit: Houston Fire Department.

Wind Driven Fire in Home, Texas, 2009. Aerial view of damage to the structure. Photo credit: Houston Fire Department.

NIST performed computer simulations of the fire using the Fire Dynamic Simulator (FDS)  and Smokeview, a visualization tool, to provide insight on the fire development and thermal conditions that may have existed in the residence during the fire.

The FDS simulation that best represents the witnessed fire conditions indicates that the fire that spread throughout the attic and first floor developed a wind driven flow with temperatures in excess of 260 °C (500 °F) between the den and front door.  The critical event in this fire was the creation of a wind-driven flow path between the upwind side of the structure and the exit point on the downwind side of the structure, the front door.  The flow path was created by the failure of a large span of windows in the den, in the rear of the structure.  Floor-to-ceiling temperatures rapidly increased in the flow path where multiple crews were performing interior operations.  In a simulation that excluded wind, the flow path was not created, and the thermal environment surrounding the location of interior operations was improved.

Still image from FDS Simulation.

Still image from FDS simulation.  Temperatures at 1.5 m (5 ft) above the floor throughout the house 10 s after solarium failure. Image credit: NIST.

Wind has been recognized as a contributing factor to fire spread in wildland fires and large-area conflagrations and wildland fire fighters are trained to account for the wind in their tactics.  While structural fire departments have recognized the impact of wind on fires, in general, the standard operating guidelines for structural fire fighting have not changed to address the hazards created by a wind driven fire inside a structure.  The results of the “no-wind” and “wind” fire simulations demonstrate how wind conditions can rapidly change the thermal environment from tenable to untenable for fire fighters working in a single-story residential structure fire.

The simulation results emphasize the importance of including wind conditions in the scene size-up before beginning and while performing fire fighting operations and adjusting tactics based on the wind conditions.  These results are in agreement with NIST studies conducted to examine wind driven fire conditions in high-rise structures.

LESSONS  LEARNED

Based on the analysis of this fire incident and results from previous studies, adjusting fire fighting tactics to account for wind conditions in structural fire fighting is critical to enhancing the safety and the effectiveness of fire fighters.  Previous studies demonstrated that applying water from the exterior, into the upwind side of the structure can have a significant impact on controlling the fire prior to beginning interior operations.  It should be made clear that in a wind-driven fire, it is most important to use the wind to your advantage and attack the fire from the upwind side of the structure, especially if the upwind side is the burned side.  Interior operations need to be aware of potentially rapidly changing conditions.

See full report, Simulation of the Dynamics of a Wind-Driven Fire in a Ranch-Style House – Texas (NIST TN 1729, January 2012)

F2009-11 Apr 12, 2009 Career probationary fire fighter and captain die as a result of rapid fire progression in a wind-driven residential structure fire – Texas PDF Adobe PDF file
SIMULATION VIDEO
With Wind (WMV, 48 MB)
Without Wind (WMV, 35 MB)
 
From NIST Fire.gov site-  http://www.nist.gov/fire/wdf.cfm
 
From the NIOSH REPORT

Career Probationary Fire Fighter and Captain Die as a Result of Rapid Fire Progression in a Wind-Driven Residential Structure Fire – Texas

SUMMARY

Shortly after midnight on Sunday, April 12, 2009, a 30-year old male career probationary fire fighter and a 50-year old male career captain were killed when they were trapped by rapid fire progression in a wind-driven residential structure fire. The victims were members of the first arriving company and initiated fast attack offensive interior operations through the front entrance. Less than six minutes after arriving on-scene, the victims became disoriented as high winds pushed the rapidly growing fire through the den and living room areas where interior crews were operating. Seven other fire fighters were driven from the structure but the two victims were unable to escape. Rescue operations were immediately initiated but had to be suspended as conditions deteriorated. The victims were located and removed from the structure approximately 40 minutes after they arrived on location.

Key contributing factors identified in this investigation include: an inadequate size-up prior to committing to tactical operations; lack of understanding of fire behavior and fire dynamics; fire in a void space burning in a ventilation controlled regime; high winds; uncoordinated tactical operations, in particular fire control and tactical ventilation; failure to protect the means of egress with a backup hose line; inadequate fireground communications; and failure to react appropriately to deteriorating conditions.

NIOSH investigators concluded that, to minimize the risk of similar occurrences, fire departments should:

  • ensure that an adequate initial size-up and risk assessment of the incident scene is conducted before beginning interior fire fighting operations
  • ensure that fire fighters and officers have a sound understanding of fire behavior and the ability to recognize indicators of fire development and the potential for extreme fire behavior (such as smoke color, velocity, density, visible fire, heat)
  • ensure that fire fighters are trained to recognize the potential impact of windy conditions on fire behavior and implement appropriate tactics to mitigate the potential hazards of wind-driven fire
  • ensure that fire fighters understand the influence of ventilation on fire behavior and effectively apply ventilation and fire control tactics in a coordinated manner
  • ensure that fire fighters and officers understand the capabilities and limitations of thermal imaging cameras (TIC) and that a TIC is used as part of the size-up process
  • ensure that fire fighters are trained to check for fire in overhead voids upon entry and as charged hoselines are advanced
  • develop, implement and enforce a detailed Mayday Doctrine to insure that fire fighters can effectively declare a Mayday
  • ensure fire fighters are trained in fireground survival procedures
  • ensure all fire fighters on the fire ground are equipped with radios capable of communicating with the Incident Commander and Dispatch

Additionally, research and standard setting organizations should:

  • conduct research to more fully characterize the thermal performance of self-contained breathing apparatus (SCBA) facepiece lens materials and other personal protective equipment (PPE) components to ensure SCBA and PPE provide an appropriate level of protection.
  • Although there is no evidence that the following recommendation could have specifically prevented the fatalities, NIOSH investigators recommend that fire departments:
  • ensure that all fire fighters recognize the capabilities and limitations of their personal protective equipment when operating in high temperature environments.

FDNY Brooklyn Box 4080: 17 Vandalia Avenue 12.18.1998

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FDNY Brooklyn Box 4080: 17 Vandalia Avenue 12.18.1998

Take a moment to look back at an incident: On December 18, 1998, Three FDNY Firefighters died in-the line of duty while conducting suppression and rescue operations at  fire on the tenth floor of 10-story high-rise apartment building for the elderly.  At 0454 hours Brooklyn transmitted box 4080 for a top floor fire at 17 Vandalia Avenue in the Starrett City development complex. The sprawling complex is located on Brooklyn’s south shore in the Spring Creek section. The 10 story 50 x 200 fireproof building is used as a senior citizen’s residence. Engine 257 and ladder 170, both quartered in Canarsie, were assigned 1st due and arrived within 4 minutes. By that time the fire already could be seen blowing through two windows. Second and 3rd alarms were quickly transmitted.

As the 1st due Ladder Company, L170′s duty is to search the fire floor. Lieutenant Joseph Cavalieri, and fire fighters Christopher Bopp and James Bohan ascended 10 flights of stairs with extinguishers and forcible entry tools. Their mission was to rescue the resident of apartment 10-D who was believed trapped inside.

NIOSH INVESIGATIVE REPORT SUMMARY (F99-01) On December 18, 1998, several fire companies and fire fighters responded at 0454 hours to a reported fire on the tenth floor of a 10-story high-rise apartment building for the elderly. The fire had been burning for 20 to 30 minutes before it was called in because the resident attempted to put the fire out with small pans of water. As the fire fighters approached the building from the rear, an orange glow was observed in the window of Apartment 10D. As the fire fighters were arriving in front of the high-rise, a call was received from Central Dispatch that a female resident in the apartment next door to the fire apartment was trapped in her apartment and needed help. Several fire fighters entered the lobby area, and some took the stairs to the ninth floor, while others took the elevator to the ninth floor. A Lieutenant and two fire fighters on Ladder 170 (the victims), along with the Lieutenant on Engine 290, took the B-stairs from the ninth floor to the tenth floor, and entered the hallway, in search of the fire, while 4 fire fighters on Engine 290 were flaking out the hose line on the ninth floor and in the stairwell between the ninth and tenth floor in preparation for hookup.

During this same time period, other fire fighters had gone to the tenth floor A-stairwell landing to attempt a hose line hookup to the standpipe in the landing. Engine Company 257 fire fighters, who were attempting to make a hook-up on the fire floor landing, experienced trouble with the heat, heavy smoke, and heavy insulation on the standpipe and were forced to abandon this hook-up. The Lieutenant on Engine 290 and the victims, who were on the B-side, were approaching the center smoke doors (see diagram), when the Lieutenant radioed his driver on the outside, and asked, “Where is the fire?”

The driver radioed back, the fire is in the rear, towards exposure 4. The Lieutenant on Engine 290 then left the tenth floor, descended the stairs to the ninth floor and helped his men drag the hose to the A-stairwell, where they met up with fire fighters on Engine 257, who assisted them in stretching their line and hook-up on the ninth floor. The victims proceeded through the center smoke doors in search of the fire. From the information obtained during this investigation, it is believed the victims found the fire apartment, with the door partially opened, allowing smoke and hot gases to enter the hallway. They then opened the door fully, the wind pushed the fire and extreme heat in the apartment into the hallway, and a flashover occurred, exposing the victims to extreme radiant heat that potentially elevated their body core temperature.

The last radio transmission from the victims was a Mayday call. When the victims were found, all were unresponsive, they were treated at the scene and taken to the hospital where they were pronounced dead by the attending physician.

This wind-driven fire event and the lessons-learned contributed directly to the current body of research and new insights on emerging strategies and tactics. The NIOSH Investigative Report HERE.  NIST References on Wind Driven Fire Research HERE . FDNewYork.com HERE. New York Times Archived Articles, HERE and HERE. Photos and legacy, HERE

Take the time to remember FDNY Lt. Joseph Cavaleiri, FF Christopher Bopp and Firefighter James Bohan from Ladder 170

Remembering Brackenridge 1991 Floor Collapse and LODD

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Remembering Brackenridge, Pennsylvania December 20, 1991: Four Firefighters Killed, Trapped by Floor Collapse

Four volunteer firefighters died when they were trapped by a partial floor collapse during a structure fire in Brackenridge, Pennsylvania, on the morning of December 20, 1991. All four were members of a mutual aid truck company that had responded to the early morning incident and were assigned to prevent fire extension from the basement to the ground floor of a 2-story building.

Although they were wearing full protective clothing and using self-contained breathing apparatus, it appears that they were overwhelmed by the severe fire conditions that erupted when a section of the ground floor collapsed into the basement.

The collapse cut off their primary escape path, and the fire burned through their hose line, leaving them without protection from the flames.  

SUMMARY OF KEY ISSUES

  • Situation: Fire in enclosed room in basement. Unable to locate fire because of smoke. Smoke and heat increasing, but no visible fire.
  • Structure: Appeared to be heavy concrete construction. Actually thin concrete floors supported by unprotected steel.
  • Contents: Furniture refinishing business. Quantities of flammable finishes and solvents in basement.
  • Exits: One entrance/ exit on each level; no alternate exits.
  • Structural Collapse: Floor section collapsed between interior crew and their only exit. Fire overwhelmed crew.
  • Rescue Attempts: Valiant rescue efforts proved unsuccessful. Unsure if missing members fell into basement or were trapped on ground floor.
  • Incident Command: No formal command system or personnel accountability in place. Chief of first-due company in command of incident; Assistant Chiefs assigned to basement and ground floor.
  • Information: No pre-fire plan and no detailed knowledge of occupancy. Clues of structural danger not recognized as fire conditions increased
  • Communications: Radio system inadequate for current needs.
  • Response: Independent volunteer companies. Mutual aid requested on arrival and additional companies called in succession.
  • Weather: Extremely cold night, predawn hours. Problems with frozen hydrants.
  • Water System: Weak supply. Extensive mutual aid and long relays needed to protect exposures.

The analysis of this incident provides several valuable lessons for the fire service. Unfortunately these are all revisited lessons, not new discoveries. These firefighters died in the line of duty, while conducting operations that appeared to be routine, and were unaware of the situation that was developing below them. They died in spite of the fact that they were experienced, they were operating with a standard approach to operational safety, and they were the object of repeated rescue attempts by highly capable comrades.

There are several factors that could have provided warning or changed the outcome of this situation. Like most accidents, this situation was the result of a number of problems that came together under the worst possible circumstances. Firefighting obviously involves inherent dangers that must be accepted by its practitioners. The important messages for the fire service are to identify risk factors in advance of an incident and to develop mechanisms to react appropriately when critical situations present themselves.

This situation bears distinct similarities to other incidents that have claimed the lives of several firefighters in the past. The lessons that must be derived from this incident are not a condemnation of the actions or judgment of anyone who was involved in the situation; they simply identify information that can help to prevent this type of accident from occurring in the future.

  • USFA Report; HERE
  • NFPA Summary; HERE
  • NFPA Report Order; HERE 
  • Issues related to recent trends in floor collapse incidents, HERE

The Same Mistakes: Newspaper Reports Common Issues Affecting Fire Operations

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Firefighters rush into a burning commercial building with too-small hoses and insufficient water. The commander can’t reach them because the captain forgot his radio. Backup crews aren’t sure where to go or what to do. Confusion reigns as the building’s truss roof collapses in an explosion of flames.

This reads like the playbook from the deadly Sofa Super Store fire in June 2007, but it’s not. These dangerous missteps occurred at a March 1 blaze on Daniel Island, according to an internal report obtained by The Post and Courier.

photo

Photo by Andy Paras

This blaze at an office building on Daniel Island on March 1 of this year has led to the demotion of a Charleston fire captain and controversy within the ranks.

They occurred despite nearly four years of intensive and expensive efforts to instill a culture of safety in the Charleston Fire Department.

What’s more, the commander in charge that day — a man repeatedly faulted in the in-house review of the blaze — was recently promoted to a top position in the department. And that’s causing some dissension in the ranks.

City fire officials stand behind their promotion of Troy Williams to battalion chief, and they said the portion of the draft report that leaked to the newspaper is incomplete, unfair, unofficial and riddled with inaccuracies.

Fire Chief Thomas Carr acknowledged problems at the fire, which gutted a two-story office building at 899 Island Park Drive. That’s why he authorized a six-member committee of firefighters to conduct what’s known as a critical incident review. But Carr said he rejected the resulting draft report when it landed on his desk six weeks ago because it had errors and failed to live up to its intended purpose, which is to be an educational tool, not an instrument for blame.

The 12-page portion obtained by the The Post Courier newspaper describes “major” violations of policy and assigns blame for those mistakes. It raises questions about the handling of the blaze, the effectiveness of the training firefighters have received and the integrity of the promotion process.

It also highlights the continuing conflict between the department’s hard-charging past and its new, risk-sensitive methods.

  • For the Complete Full version Article: The Post and Courier HERE
  • SConfire HERE
  • Draft Fire Report-Read more: Fire report

High-rise fires cause quarter billion dollars of property damage a year

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High-rise fires cause quarter billion dollars of property damage a year
  

The National Fire Protection Association (NFPA) is reporting that in 2005-2009, there were an average of 15,700 reported structure fires in high-rise buildings per year with an associated $235 million in direct property damage.

The report, “High-Rise Building Fires,” (PDF, 499 KB) cites apartments, hotels, offices, and facilities that care for sick as accounting for roughly half of all high-rise fires. Structure fires in these four property classes resulted in $99 million in direct property damage per year.

There is a downward trend in high-rise fires. In the last few decades, a range of special provisions have migrated into the codes and standards for tall buildings.

Other findings from the report:

  • In 2005-2009, high-rise fires claimed the lives of 53 civilians and injured 546 others, per year.
  • The risks of fire, fire death, and direct property damage due to fire tend to be lower in high-rise buildings than in shorter buildings of the same property use.
  • An estimated three percent of all 2005-2009 reported structure fires were in high-rise buildings.
  • Usage of wet pipe sprinklers and fire detection equipment is higher in high-rise buildings than in other buildings of the same property use.Most high-rise building fires begin on floors no higher than the 6th story.  The risk of a fire is greater on the lower floors for apartments, hotels and motels, and facilities that care for the sick, but greater on the upper floors for office buildings.

 In 2005-2009, an estimated 15,700 reported high-rise structure fires per year resulted in associated losses of 53 civilian deaths, 546 civilian injuries, and $235 million in direct property damage per year. An estimated 2.6% of all 2005-2009 reported structure fires were in high-rise buildings.

The trends in high-rise fires and associated losses (inflation-adjusted for property damage) are clearly down, but the sharp post-1998 reduction appears to be mostly due to the change to NFIRS Version 5.0, which is shifting estimates to lower levels that also appear to be more accurate.

Four property classes account for roughly half of high-rise fires: apartments, hotels, facilities that care for the sick, and offices. In 2005-2009, in these four property classes combined, there were 7,800 reported high-rise structure fires per year and associated losses of 30 civilian deaths, 352 civilian injuries, and $99 million in direct property damage per year. The property damage average is inflated by the influence of one 2008 hotel fire, whose $100 million loss projected to nearly $40 million a year in the analysis.

The report emphasizes these four property classes.

Some other property uses – such as stores and restaurants – may represent only a single floor in a tall building primarily devoted to other uses. Some property uses – such as grain elevators and factories – can be as tall as a high-rise building but without a large number of separate floors or stories.

  • For these reasons, the four property use groups listed above define most of the buildings we think of as high-rise buildings, and their fires come closest to defining what we think of as the high-rise building fire problem.
  • By most measures of loss, the risks of fire and of associated fire loss are lower in highrise buildings than in other buildings of the same property loss.
  • This statement applies to risk of fire, civilian fire deaths, civilian fire injuries, and direct property damage due to fire, relative to housing units, for apartments, and risk of fire for hotels, offices, and facilities that care for the sick.

The usage of wet pipe sprinklers and fire detection equipment is higher in high-rise buildings than in other buildings, for each property use group. Even so, considering the extensive requirements in NFPA 101®, Life Safety Code, for fire and life safety features in both new and existing high-rise buildings, it seems clear that there are still major gaps, particularly in adoption and enforcement of the provisions requiring retrofit of automatic sprinkler systems and other life safety systems in existing high-rise buildings. NFPA 1®,Fire Code, has sprinkler retrofit requirements.

This has implications for public officials and ordinary citizens in any city. Public officials should make sure that the latest editions of NFPA 1®, Fire Code, and NFPA 101®, Life Safety Code, are in place and that the codes they have are supported by effective code enforcement provisions, including plan review and inspection processes, both for new construction and for continued supervision of code compliance in existing buildings.

The public can take responsibility for their own safety by insisting that their public officials take these steps. As in so many areas of fire safety, we know what to do, but we still need to do it.

The trend had been toward a smaller share of fires being reported each year as occurring in buildings with fire-resistive construction, both for high-rise and other buildings, with the decline being most dramatic in facilities that care for the sick.

  • This statistical decline could reflect any or all of the following:
  • (a) a shift in construction between the two types permitted by codes, from Type I (442 or 332) construction, which is coded as fire-resistive, to Type II (222) construction, which is coded as protected non-combustible;
  • (b) a shift to acceptable alternative designs using more sprinklers and less fire-resistive construction; or
  • (c) enough success in containing fires that a rising fraction never are reported to fire departments, because the fires are caught and controlled so early by occupants.

 Most high-rise building fires begin on floors no higher than the 6th story. The fraction of 2005-

2009 high-rise fires that began on the 7th floor or higher was 32% for apartments, 22% for hotels and motels, 21% for facilities that care for the sick, and 39% for office buildings. The risk of a fire start is greater on the lower floors for apartments, hotels and motels, and facilities that care for the sick, but greater on the upper floors for office buildings.

  • High-rise apartments have a slightly larger share of their fires originating in means of egress than do their shorter counterparts (4% vs. 3%).
  • The same is true of hotels (7% vs. 5%) and facilities that care for the sick (6% vs. 4%).
  • In offices (4% vs. 6%), the differences in percentages are in the opposite direction, which means that high-rise buildings in those properties have a smaller share of their fires originating in means of egress.
  • In all four property classes, the differences are so small that one can say there is no evidence that high-rise buildings have a bigger problem with fires starting in means of egress.

 

NFPA FACT SHEET

 

 

  • More information on Solomon’s NFPA session and the conference can be found at www.nfpa.org/FLSCONF.
  • NFPA Report Download, HERE

SFFD Diamond Heights LODD Safety Violations

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State investigators have cited the San Francisco Fire Department for “serious” worker safety violations in the deaths of two firefighters killed battling a Diamond Heights house fire in June. Reports were published in the San Francisco Chronical, HERE  and HERE.

 Firefighters lost track of Lt. Vincent Perez, 48, and firefighter-paramedic Anthony Valerio, 53, after they went into the four-level home at 133 Berkeley Way on June 2 and failed to respond quickly to the men’s last radio communication, investigators with the state Department of Industrial Relations’ Division of Occupational Safety and Health said in a report issued Monday.

In recommending that the Fire Department be fined $21,000, the state investigators also said the department had violated state rules requiring that two firefighters be designated outside to assist any two firefighters who venture into a life-threatening environment.

Only one firefighter from Perez and Valerio’s engine company – the first on the scene – was available to come to their help during the blaze, the investigation found.

The state also cited the Fire Department for an incident – evidently before the fatal flareup – in which an unidentified battalion chief ventured into the burning building alone, without keeping in contact with Perez and Valerio. That was also deemed a serious violation of safety rules.

“These are serious in that they had protocols in place, but they weren’t following them,” said Erika Monterroza, spokeswoman for the worker safety agency. “There’s no question that a lack of communications was a big issue here. The investigator found there was a breakdown there.”

Fire Chief Joanne Hayes-White said the department would appeal the findings. She said state officials have told her commanders that the violations fell short of finding the department’s actions responsible for the two firefighters’ deaths. “None of the citations involved a direct cause of the line-of-duty deaths,” Hayes-White said. Monterroza confirmed that, saying the exact circumstances of the firefighters’ deaths could not be determined.

Valerio, Perez and a third member of Engine Company 26 in Diamond Heights were the first firefighters to arrive at the mid-morning blaze, which started when a sparking electrical outlet set curtains on fire.

The third firefighter manned the pumper hose while Valerio and Perez went inside to fight the fire, but the safety regulations require a fourth firefighter to be available outside to assist.

A scene commander, identified by firefighters as Battalion Chief Thomas Abbott, ordered a crew from Engine Company 24 to back up Valerio and Perez inside the building. For several minutes, however, scene commanders tried to find the Engine 26 firefighters, without success.

There was an unspecified gap between that last communication and any effort by firefighters to respond over the radio or track down the men, the state investigation found.

The reports goes on to state that Hayes-White said the department’s investigative report – still in draft form – concluded that the fire had melted one of the firefighters’ microphone cords, cutting off communications. She said any delay in firefighters’ response would be addressed in the final report.

Firefighters ultimately found Perez and Valerio in a landing area and carried the injured men outside. Perez was pronounced dead at San Francisco General Hospital, and Valerio died there two days later.

The state probe also faulted the actions of the unnamed battalion chief who went into the building “alone and also did not remain in contact with the firefighters who were inside.”

Hayes-White said the battalion chief had gone inside only briefly, had seen Perez and Valerio alive and had never been out of other firefighters’ view.

Read more: http://www.sfgate.com/cgi-bin/article.cgi?f=/c/a/2011/12/02/BANQ1M7JBO.DTL#ixzz1fUEug7hu

Previous Coverage on CommandSafety.com below:

 

Remembrance: Worcester Cold Storage Warehouse Fire and the Worcester Six

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Today December 3, 2011 marks the 12th anniversary of the Worcester Cold Storage Warehouse fire that resulted in the line of duty death of six courages brother firefighters.   

For those of you who remember this event, take the time to reflect and honor the sacrifice made this day; to those of you who have not heard about the fire before- take the time to learn about the incident, the firefighters, the building, the operational factors and challenges, the courage, fortitude and convictions that define the American Fire Service, it’s honor, tradition and brotherhood.   

The Worcester Six;   

  • Firefighter Paul Brotherton Rescue 1
  • Firefighter Jeremiah Lucey Rescue 1
  • Lieutenant Thomas Spencer Ladder 2
  • Firefighter Timothy Jackson Ladder 2
  • Firefighter James Lyons Engine 3
  • Firefighter Joseph McGuirk Engine

   

On Friday, December 3, 1999, at 1813 hours, the Worcester, Massachusetts Fire Department dispatched Box 1438 for 266 Franklin Street, the Worcester Cold Storage and Warehouse Co. A motorist had spotted smoke coming from the roof while driving on an adjacent elevated highway. The original building was constructed in 1906, contained another 43,000 square feet. Both were 6 stories above grade. The building was known to be abandoned for over 10 years.   

   

Bridging The Gap: Fire Safety and Green Buildings Guide

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Bridging The Gap: Fire Safety and Green Buildings Guide

A Fire and Safety Building Guide to Green Construction

The National Association of State Fire Marshals (NASFM) has released its fire and building safety guide to green construction called “Bridging the Gap: Fire Safety and Green Buildings.” This guide identifies some of the key areas where rapidly growing green building construction issues coincide with building and fire safety needs.

“This guide will give both the fire service and the green construction community a reference point for developing buildings and sites that are not only environmentally sound, but also continue to meet fire safety needs,” said NASFM President Alan Shuman. “This will provide a much-needed reference on issues that impact the life safety of building occupants, emergency responders and the larger community.”

Included are topical areas such as Site Selection and Use, Building Envelope and Design Attributes, and Building Systems and Alternative Power Sources. A key feature of the guide is a series of checklists focusing on plan reviews for commercial and residential occupancies. This document is meant as an introductory guide for fire chiefs and firefighters, building and fire code enforcement officials, architects and anyone involved in building design, plan reviews and construction.

Click here to download a copy of the guide, which was developed for NASFM by Jim Tidwell of Tidwell Code Consulting, with Jack Murphy, as part of a larger program under a Department of Homeland Security Fire Prevention and Safety Grant.

Direct Link:  http://www.firemarshals.org/programs/green-buildings-fire-safety-project/guide/

http://www.firemarshals.org/

 

Residential Pre-Arrival: What are your Considerations?

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 A video clip of a structure fire occurring in a single family residential occupancy shows, in the first few frames a back draft occurring per-arrival of fire services. It’s apparent there is a developing and progressing fire in the Charlie division which may have originated in the, or vicinity of the detached garage (B-C) which had a breezeway connected to the main house.  

 

Alpha Street View

 

The large volume hip style (concealed space) roof may have become rapidly charged with elevated temperatures, superheated gases, products of combustion and possibly the initial stages direct flame extension through the eaves and into the truss loft.  Incident scene operations photos depict an engineered structural roof system.

 

Aerial View- Divisions

 

Building Profile

  • Single family (SFD), Residential Occupancy
  • Built: 1981
  • 2, 263  Sq. Ft.
  • 4 Bedrooms
  • 2 Bathrooms
  • 7 Rooms
  • Detached Garage
  • Wood frame, slab on grade
  • Type/Class- V/5
  • Brick Veneer
  • Divisions:
  • A-      Street
  • B-       SFD Residential; similar
  • C-       Yard, with Detached Garage (B-C) and large room extension
  • D-      SFD Residential; similar

 

Aerial Alpha and Charlie with Roof

 
 

Roof Profile

 

Pre-arrival fire conditions exhibit indicators that suggest the need for the rapid intervention of arriving companies and a coordinated aggressive posture tactically if the incident action plan is formulated to achieve an interior attack. Given the scenario of the backdraft conditions, the likelihood for a degraded or compromised ceiling membrane enclosure (intact ceilings, thus limiting fire extension)  being present will hamper and may be an operational concern for interior operating companies as fire conditions continue to grow in magnitude and severity and full extend and take command of the truss loft enclosure.

These fire conditions will extend into the space, resulting in degradation of the structural components and roof assembly-which will present a high risk potential for isolated or catastrophic collapse. This intrusion into the truss loft would require interior operating company officers to maintain attentiveness towards the effectiveness and progress of tactical suppression and support tasks with the potential for fire quickly dropping into operating areas and affecting firefighter safety.

Coordinated and timely vertical ventilation and roof work may be warranted if part of the normal operating parameters of the fire service agencies. In some areas of the county, vertical ventilation is not considered a tactical functional objective and is not implemented.

Adequate fire flow for suppression must be established early on in the operations, if an interior attack is implemented. Projected fire intensity and severity may challenge initial engine companies if hand lines and fire flow rates and the placement of hose streams are ineffective or marginal.  In the event of master stream operations it would be crucial to ensure interior fire suppression operations are suspended, a transition to a defensive mode is communicated and acknowledge on the fireground with collapse zone considerations.

Operational Considerations

In viewing the video of pre-arrival conditions and fire parameters and indicators; as an arriving company officer or commanding officer, how would you establish your incident action plan (IAP) and establish operations? Present and discuss why you would make these decisions, what is/are the basis?

What would you be considering in the areas of:

  • Building Integrity
  • Collapse Potential
  • Interior Fire Attack Considerations
  • Resource Needs: Staffing and Apparatus
  • Critical Operational Tasks
  • Apparatus Placement
  • Hose Line Placement
  • Safety Considerations  
  • Exposures
  • Contingency Issues: What can go wrong?  

 Assuming you are just arriving on scene and observe the backdraft conditions from the front seat; What would your operational IAP be and why?

Identify and discuss the types of mission critical size-up consideration that must be recognized and processed?

How does apparatus placement affect incident operations?

What first-due operational factors have you experienced that were contingent upon other tasks or considerations that were apparent to you or you implemented?

How does extreme fire behavior and fire dynamics affect your fire ground position?

 How does this scenario and building size and type relate to similar structures and occupancies in your district or mutual aid/greater alarm response area?

Link

 

  • Charlie Division

 

Training Download and Discussion Questions

 

Training Download from Buildingsonfire.com

 

 

 

Arson Fire now downgraded

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Updated 11/16/2011; SEE    North Las Vegas Arson No Longer Considered a Booby-Trap

An arson fire in a vacant home in North Las Vegas (NV)  was intention set and devised in a manner to harm firefighters according to Authorities.

Upon arrival of fire companies, the second floor was fully involved with heavy smoke showing from outside the building

North Las Vegas Firefighters and Las Vegas Fire and Rescue worked together to control the flames in the vacant two story home.

It took seven units and approximately 27 firefighters to contain the fire.

There was no extension of the fire to surrounding homes, it was contained in 15 minutes.

There aren’t specific details released on why authorities believe this fire was set to harm firefighters, but the fire official discussing the incident clearly expressed his concerns of what confronted operating companies at this alarm.

Residential Structure Built in 1997

The two story residential structure was of Type V, wood frame construction, built in 1997 consisting of 1,998 Square feet of space with three (3) beadrooms, seven total rooms and an attached garage.

It’s especially important for companies and company officers to remain highly vigilant upon entering and conducting interior operations for any signs or indications that conditions may not be as characteristic and expected for fires in similar occupancies or under prevailing conditions.

We plan to develop and prepare some safety awareness insights for operations in a few days. We’ll also continue to monitor information that may be forthcoming with further details as to what may have been encountered by firefighters.

 

Los Angeles Firefighters Battle Major Emergency at Townhouses Under construction

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Los Angeles Firefighters Battle Major Emergency at Townhouses Under Construction

Under-construction building fire forces dozens of evacuations

 

Six Townhouses Under Construction Photo, Onscene.TV

Townhouses Under Construction Aerial Screen capture from CBSLA.com

 

Operational Divisions with Exposures (Pre-Construction) Bing Maps


 

A townhouse complex under construction caught fire on November 10, 2011, in the Brentwood neighborhood of Los Angeles (CA).  The six-unit, wood-framed complex was in its construction phase, where at least two of the units were fully involved in fire upon arrival of LAFD companies. Four of those six structures were severely damaged as a result of the construction stage and the degree of open wood frame construction resulting in rapid flame spread and extension to a nearby residential buildings.

According to published reports, the Los Angeles Fire Department was called at 3:37 a.m.  to 12315 Gorham Avenue which resulted in a major emergency alarm classification decared and resulted in the dispatch and deployment of over 160 firefighters to the site. First arriving companies found a large townhome development with “heavy fire showing.”

Largely due to an aggressive fire attack by the LAFD, the footprint of this blaze was kept in-check and fully extinguished in one hour and 39 minutes. Fortunately, there were no injuries to any civilians or Firefighting personnel.

Additionally, five adjacent structures were evacuated for precaution. Two of those structures- one, a small apartment complex and the other, a single family dwelling, did sustain significant fire damage. As many as 10 families were displaced from those two occupancies.

Following further investigation, the LAFD stated it believed the fire was intentionally set. 

According to LAFD.Blogspot.com the following  companies were dispatched with Units: E19 RA19 E237 E37 T37 RA37 EM9 BC9 E59 E261 T61 E26 E292 T92 E71 E269 T69 E62 E263 T63 E43 DC3 SQ21 EM14 BC18 BC10 BC4 BC11 BC14 T88 E288 E88 UR88 RA88 RA827 BC5 E63 H6 RA59 RA92 RA71 EM11 E290 AR2 E94 E226 T26 E93 E210 T10 E15 T66 E266 RT59 EA2 EA1 E229 T29 E203 T3 E233 T33 E68 RA17 RA909 RA867 EM17 AR9 AR17 AR11 AR3 T29 E229 T94 E294 E3 E12

Construction Site Operational Considerations (not inclusive)

  • Pre-Fire Plan Large Construction Projects
  • Understand the various Phases to a Construction Project and how they affect fire operations
  • Identify and train for nonconventional Strategic and Tactical operational actions
  • Ensure predetermined multiple alarm resources are identified and greater alarms are established
  • Train your Company and Command Officers to address Construction site fires
  • Maintain an appropriate risk profile balance with operational needs with personnel safety foremost
  • Clearly establish multiple Safety Offices and establish geographical resources within the incident management system for reconnaissance, communications, and oversight and focused safety monitoring
  • Know you water supply and system capabilities and limitations
  • Determine fire flow needs based upon construction phases, as these change over time as the building goes up. Match fire flow demands with resource availability (time of day gaps etc.)
  • Identify exposures (Physical structures and Civilians) and ensure they are calculated into the incident action plan at the right before there are identified needs or concerns
  • Companies shall maintain a conservative safety posture; this is not the time for overly aggressive firefighting, it is the time for smart firefighting that can be highly efficient
  • Always consider collapse zones: partial or complete. Stay out of them!
  • Respect the wind; it’s not going to help you
  • Consider current and projected weather conditions in your operational and tactical plans and assignments
  • Did I already say: Pre-fire Planning?
  • Be calculated in the placement of your apparatus, especially in larger scale incidents that are defined under greater geographical divisions
  • The fire usually consumes the available fuel load rapidly; going from a Huge fire, to one that is sometimes much more manageable; just watch and control your exposures and degree of fire extension.  Don’t help to make the fire even bigger through ineffective and dysfunctional command and control
  • Anticipate, Project, Plan and Engage
  • Respect the Fire: it’s not going to play by the regular rules of combat fire suppression and engagement as in finished and enclosed structures and buildings.

View more videos at: http://nbclosangeles.com.

View more videos at: http://nbclosangeles.com.

 

Photo: Firefighters hose down smoldering embers after a large fire gutted a townhouse complex under construction in Brentwood. Credit: Al Seib / Los Angeles Times

 

Additional Links

 

View more videos at: http://nbclosangeles.com.

FDNY: Building Collapse Claims Life Of 1 Of 5 Workers Rescued

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Robert Mecea/Associated Press

 
 A five-story building under construction suddenly came down on Monday afternoon in Brooklyn, New York. Three workers became trapped under the rubble after the top two floors fell onto the third, sending it all crashing to the ground, officials said. Published reports indicate that the likelihood of  the weight of the concrete caused the 3rd floor to collapse onto the 2nd floor, resulting in a catastrophic and sequential progressive floor collapse.
 
FDNY companies searched through the pile of concrete, pulling five workers out. Investigators said concrete being poured between the metal pillars buckled the building.
 
The building, at 2929 Brighton Fifth Street, near Neptune Avenue (Brooklyn) fell just before 2:30 p.m. A concrete worker on the site stated according to reports that the collapse happened immediately after concrete from his truck was pumped up onto the second and third floors of the building.
 
Four workers were in the building at the time of the collapse, and one was in front of the building. The one in front refused medical attention.  Firefighters said the framework of the building had been erected, but not much else. Removing the men from the rubble was a delicate and difficult process because of the risk of further collapse. Even after the men were removed, a large piece of corrugated metal hung in front of the building.
 
 

FDNY Twitter Feed

 Additional Links

 

Training Download: Commercials- Got Fire? Anticipate Collapse

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Commercials and Collapse Awareness

 

In response to numerous requests from our recent posting; Commercials- Got Fire? Anticipate Collapse briefing post (HERE). We have developed and produced a comprehensive download in PDF format of the entire article that can be used for training, distribution and discussions.

 Click on the image above and download the PDF file and use accordingly  or download HERE

 There are numerous factors to be cognizant of in operations involving commercial buildings and occupancies; with special considerations and a diligent focus on a wide degree of facets on the fireground during combat fire engagement.

You need to start somewhere, thus the investment in these observations and insights for this event. Open your eyes on the fireground, there is so much to take in and respond to; if you know what to look for and can process what you’re seeing.

It is mission critical to comprehend and understand your department’s operational capabilities and the necessary deployment demands for fire suppression, fire flow and phased operations at commercial building fires.

Commercial Fire and Collapse

Respect these buildings for the occupancy risk they present and not the typical occupancy type that we develop our conventional strategies, incident action plans and tactical deployments.

It’s a lot more than that, with far greater consequences; that may be very unforgiving.

 

Commercials- Got Fire; Anticipate Collapse

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Got Fire?……Anticipate Collapse..

A recent video clip making its way around the cyber fireground clearly depicted a very close-call and resulting near miss event to four firefighters at a four alarm fire involving a commercial building that housed an established insulation manufacturer and installation contractor.

The video shows within a very compressed time frame, the progression of rapidly deteriorating interior conditions, the adverse affects on the building’s structural systems and the results from the loss of load transfers that lead to a catastrophic wall collapse  narrowly missing the crew of firefighters who were operating a hand line in the vicinity of an exterior overhead door. Fortunately the injuries sustained to the firefighters were minor in nature; however the consequences and results from this collapse could have been far different and significantly more severe.

Following a series of repeated viewings of the video clip and with each successive viewing, it became readily apparent that there was a lot more to these images of the collapse and the cursory focus on the resulting near miss event. Closer examination of the video clip and the still frames brought to light some obvious conditions and indicators that easily become lost in the rapidity of the sequence of the collapse; which really has the true story to be told.

It’s the mechanism and sequence of the collapse, the dynamics of the building’s performance and the building indicators that provide a training opportunity in further examining key factors, presenting insights that could be a focus for operational and command personnel at future incidents with common parameters and gaining some mental models in recognition-primed decision making that contribute to the naturalistic decision-making process.

If you know what to be looking for, then when you see it, you may be able to anticipate, project and implement in rapid succession appropriate measures dictated by the incident.

Four Alarm Commercial Building Fire with Collapse: Fire Photo by Ben Goldberry

 

In an effort to promote additional insights and bring forward these fundamental observations and experienced-based presumptions extended from these and other news video images, still photographs, additional reporting research and examination, and a review of other published media resources; the following observations presented in this overview brief are being conveyed to increase firefighter, company and command level awareness of key collapse indicators such as those present at this commercial fire  and to further the concept of adaptive fireground management principles and increase awareness of fundamental building performance indicators and principles to help you increase your intuitive observations skills and translate them into proactive operational actions on the fireground-before an adverse condition occurs.[ i.e., being five steps ahead of the fire conditions].

Although this briefing makes use of the images and conditions depicted in the video clip and encountered by the fire department evident in the images; the susequent commentary and  insights provided are not meant to provide  direct or indirect opinions, renderings, criticism or censure  towards the conduct of operations or the management of the incident by the respective department and it’s firefighting, command and support personnel who operated at the actual fire and experienced this near miss event first-hand.

We are grateful that the events of this alarm precluded anything worst occurring given the potential seriousness of the prevailing  incident conditions and commend the  fire department and it’s firefighters that provide these exceptional services each and every day to the citizens they serve and to the community they protect, in mitigating this serious fire; safely and successfully.

This incident and the resulting near-miss captured by the videographer provides the Fire Service with an exceptional opportunity given today’s far reaching capabilities of eMedia, this web site and direct and indirect readers, links, tweets, likes, reposting’s, uploads, downloads and sharing  an opportunity to share the consequences of an extreme close-call and learn from it in a positive and constructive manner, so that firefighters, company officers, commanders and support personnel can better predict with knowledge, insight and at times intuition a better understanding of buildings and the structures and occupancies we operate within on the fireground.  

There are numerous inherent indicators present at every incident scene we operate at that. As is in this near miss event and building collapse; it’s sometimes the subtle things that need to gain the attention of operationg companies and personnel and the ability to rapidly process, recognize and react.

 Remember this: Building Knowledge = Firefighter Safety.

As a generality; it’s important to note that given heavy fire involvement in a structure (got fire), adaptive fireground management considerations would promote conservative considerations to anticipate and expect collapse (degraded or compromise; limited or catastrophic).

In the case of fires in commercial occupancies and buildings with;

  • Large Square footage/Floor areas
  • Significant fire loads
  • Large open structural system spans lacking compartmentation, 
  • Unprotected steel components and assemblies 
  • No Sprinkler Systems
  • Omitted, compromised or degraded passive or active protective  or suppression systems
  • Significant openings along the exterior building envelope
  • Significant opening on the roof enclosure
  • Deep seated fires or rapidly escalating and extending fires

It is mission critical to comprehend and understand your department’s operational capabilities and the necessary deployment demands for fire suppression, fire flow and phased operations. 

Respect these buildings for the occupancy risk they present and not the typical occupancy type that we develop our strategies, incident action plans and tactical deployments. Its alot more than that, with far greater consequences that may be very unforgiving.

 

Aerial Plan of Building and Collapse Area A-B

 

The Building

The fire incident involved a single story commercial building occupying approximately 32, 200 square feet of area on a multiple building site with proximal exposures.  Manufacturing, warehousing and offices comprised the building’s operational use.  An aerial plan view shows the geographical building scene divisions and the location and relationship of the Alpha- Bravo Side collapse zones that affected operations and resulted in the close-call and firefighter near-miss. The proximity of exposures, physical layout and orientation can be further assessed.

 

 A review of public documents and records, incident reports and various media resources  provided the following insights;

Overview Details

 

 

Alpha Street Side View- Adapted from Google Streetmaps

 

The view of the alpha street side identifies the building front facade, its main office entrance (center between dual overhead doors on the left and right). Pronounced on the alpha side facade is the presence of four (4) equally spaced overhead (OH) doors that provide direct access into the building’s interior. The subsequent collapse area is depicted at the A-B corner with special attention drawn to relationship of the wall plane and OH door proximity.

The relationship and this wall surface ( area square footage) and the presence of the OH door opening to the wall/ roof interface area that subsequently became compromised and collapsed is critical in further understanding the mechanism of the collapse sequence and also the positive effect it had on the survivability of the firefighters who were within the collapse zone at the time of the wall failure.

Don’t Always Stress the Corners

It’s been a common practice and fundamental fireground consideration to define the corner of a typical building as having safety considerations and prominence in the context of ladder company operations, laddering and roof work and in the placement of personnel and positioning of fireground operations.

Corner Building Operational considerations have included, but limited to;

  • Provides a potentially safe(er) area of operational refuge
  • Provides a location to safely position ground ladders for roof access/egress
  • Provides a location that has a potential  higher degree of assurance for maintaining structural integrity in the event of a collapse condition of an outer wall
  • Will not fail in a catastrophic or monolithic manner due to the postulated presence of structural members on the vicinity of either the wall enclosure and/or the roofing structural system and assemblies
  • The design and construction configuration and orientation of the ninety degree angle of the building’s outer wall envelope (at the corner)  provides predicated inherent structural stability
  • The  typical type of structural or envelope construction may have a resulting  ninety degree building corner having a more robust resistance to collapse and compromise due to the various types of enclosure systems (methods and materials) and assemblies and needed stability per engineering principles

In this instance (as shown in the Alpha side street view),  the presence of the large overhead door in close proximity to the corner wall intersection and transition ( A-B side), actually makes this position, fireground proximity and travel paths highly prone to early and complete collapse potential in the event of a loss of the wall-roof component or assembly integrity or in the load bearing/transfer capabilities of the wall-roof assembly. 

  • The presence and identification of a corner configuration similar to this in a commercial structure should result in a higher degree of considerations and risk assessment when formulation and deploying operational assignments and in the placement of personnel for task assignments in this proximity.
  • This operational area should be considered as a candidate for designation as a collapse zone based upon projected or defined operational considerations, incident conditions and predictive building characteristics, systems, materials and fire dynamics and conditions.  

 

Alpha-Bravo Corner of Subsequent Collapse Aerial View

 
 
The view  from the Alpha-Bravo Corner shows the collapse zones at grade and the affected area size.
 
As noted in the preceding narrative, the presence of the overhead door opening along the perimeter wall enclosure and outer envelope creates a risk area that would require monitoring, periodic reconnaissance and assessment during subsequent operations to determine structural stability and potential adverse conditions.  
 
The proximity of the opening in relationship to the corner wall, roof support and structural span of the opening results in a very delicate balance of forces, loads, reliance and dependence that must be maintained for structural integrity and equilibrium. 
 
  • The entire perimeter of the alpha side could be considered for a restricted collapse zone just in terms of wall opening alone sans the degree of actual or projected interior fire impingement or fire involvement.
 
Take some time to view the video clip a few times over before proceeding to the next sequence of fame images.
 
This videographer of this video was Aaron Dohring. (all rights reserved)

 

 

 

 Aerial Overhead view of the building perimeter walls along the four divisions ( A-D) with the A-B corner that subsequently experienced the wall-roof compromise and resulting collapse.

 

 The A-B corner and the affected ground areas around the collapse zone. Considerations for a collapse zone area on the A-B corner would have resulted in a minimum distance of twenty five (25) feet from the building base for all operations within this area. The collapse zone on the Bravo side extends into the exposure building due to its close proximity.

Always consider the building envelope materials of construction and systems present on the building. The use of concrete masonry units (CMU) is common, as is the use of pre-cast concrete and cast-in place and tilt-up concrete construction panels.

Variations in collapse dynamics and mechanisms of collapse may result in sizable increases in collapse zone distances from the building base with consideration for monolithic or partial wall collapse as well as safety considerations for bounce and travel over long distances of modular assembly building pieces ( i.e. concrete blocks, brick venner or material chunks).

We have not discussed collapse considerations for other building envelope systems such as metal panelized systems since these have entirely different collapse considerations and profiling, not applicable to this incident and assessment insights. The same is true when considering operating and collapse considerations at commercial buildings with ordinary construction or heavy timber systems (Type or Class III and IV). These to have different rules of predictive building performance and collapse safety considerations.

 

Typical Interior

 
 
The interior of the building included  unprotected steel components and assemblies consisting of steel columns, beams and open web steel joists. These common and conventional structural support systems provided large free clear spans, common for typical warehouse and commercial occupancies. The presence and operability of  functional fire suppression sprinkler system coupled with passive and active protective devices and compartmentation can help support proactive and aggressive fire suppression efforts in those conditions that have appropriate risk determinations and balanced risk-gain benefits.
 
The presence of unprotected steel components ( Truss, column, structural beams etc. ) and assemblies requires an understanding of the effects of flame and heat impingement,  rate of heat release and fire dynamics, potential for movement and displacement of structural components and effect on assemblies, systems and connections and the effect on structural stability, integrity and building load transfers and displacement that all can adversely affect building performance, integrity and collapse potential  
 
 

Typical Structural System and Components

 
 
 

Interior View with Steel Columns, Open Web Steel bar Joists and Beams

 
 

Typical Open Web Steel Bar Joists w Metal Roof Deck

 

 
Large clear spans provided by the open web steel bar joists allowed for considerable free floor space typical of commercial warehouse occupancies.
Note the use of what appears to be combustible wood storage and staging areas that could have could potentially contribute towards increased fire intensity, extension and further contribute towards adverse affects on the unprotected structural steel components and assemblies.
 

Alpha Side Collapse Area Details: OH Door Pre-Collapse Insights

 
 
 

Pre-Collapse Operations on Alpha side with personnel in close proximty to the building perimeter

 

Pre-Collapse view of Operations on the Alpha side with personnel in close proximity, (within [a] collapse zone) to the building perimeter. It is evident that the degree of interior fire extension and involvement presumes a cautious deployment and placement of personnel in safe operational areas. When operating in such close proximity to the building wall and envelope, it becomes increasingly challenging for company officers and company personnel to monitor overall building performance indicators that may be prevalent or dominant from a view point further away from the building. 

Fire extension, smoke conditions, component or assembly movement or displacement may be readily defined and identified from a vantage point away from the building, requiring additional independent  operational assignments within the division if resources allow.   Otherwise, officers are encouraged to get a big picture view and increase their span of vision of the building and progressing fire conditions and building performance

 
 
 
 

The pre-collapse frame image above identifies the building roof line in relationship to the ground operations, smoke conditions and also the directional flow of the elevated master stream [upper right corner]. The initial  stage of the wall compromise and collapse can be seen in the Bravo wall pulling away. When watching the video, pay close attention first to the stream direction and flow and them at the location and movement of the wall, which is followed in rapid succession with the full wall collapse.

T

 

Close examination of the initial video frames shows the rapid displacement of the portion of the Bravo wall and outward collapse towards the B-Exposure (alleyway) Refer to the Aerial Plan for orientation. The A-B Collapse is progressing from the Bravo side to the Alpha side as loads are being transferred in rapid progression with further collapse expected.

The frame image above shows the bravo wall failing outward with the resulting loss in structural support of the roofing deck assembly.

Rapid fire migration and extension is evident after the wall section collapse with increased flames visible. In the video, one firefighter quickly recognizes the imminent collapse and reacts.

A significant section of wall area is present at the A-B side and progressing from the building corner to the left jamb of the overhead (OH) door. This area and the area directly above the OH door opening is calculated to weigh over 20,000 lbs. 

The early identification and establishment of collapse zone(s) is mission critical especially at commercial buildings due to the considerations for rapidly changing operational conditions that may be a result of or influenced by the following;

  • lack of knowledge or understanding of the building’s construction, systems and characteristics
  • lack of adequate resources, skills and or capabilities for selected phase operations
  • fire loading, combustibles, flammables and other products
  • Last of or loss of compartmentation
  • fire and protective systems failures or inoperability
  • unapproved alterations, additions and renovations to the building, systems and occupancy
  • transitions for offensive to defensive operational phases, which at times may results in operating position postures too close to the building
  • failure to recognize situational factors that will drive appropriate operational phasing and task deployments
  • lack of building performance knowledge
  • not considering occupancy risk versus treating the building/fire relationship based upon occupancy type
  • not recognizing key collapse indicators and failing to implement timely actions [proactively versus reactionary]
  • being four steps behind the fire conditions evident instead of implementing adaptive fire ground management insights [five steps ahead of the evident fire]
  • use precise coordination when placing elevated masterstreams into operations with ground personnel operating within close quarters
  • understand the effects of master streams on the integrity of building features, assemblies and components

 

 
 
 
 
The image frame above shows personnel operating within an imminent collapse zone directing hand lines into the interior fire area. Further examination of the video  frames clearly shows one firefighter quickly recognizing that a collapse is occurring and attempts to alert the other personnel to retreat. Simultaneously to the collapse progression, the crew immediately retreats away from the collapsing wall and falling building materials.
 
Within the span of four seconds, the wall compromise occurs and collapses on the ground at the A-B corner and immediate area on the alpha side.  The slightly monolithic manner in which the wall plane first peels away and progressively collapsed is interesting for a CMU wall. Possibly due to the outward collapse of the Bravo wall, followed by the rapid succession of failure of the roof-wall connection interface resulted in an transitional downward force that pushed the alpha side wall outward allowing gravity to work its force
 
When operating in close proximity to a heavily involved forward interior condition [exterior position] it is important to maintain focused situational awareness and either directly maintain or delegate responsibilities for observations of fire and smoke progress and conditions while monitoring key functional building performance indicators and collapse pre-cursors. 
 
Additionally, always re-evaluate the effectiveness of deployed and operational hose lines, streams and in water application to ensure they are adequate for the degree of fire suppression being undertaken and the corresponding fire flow requirements. Don’t just assume, determine with validity. [ Refer to Tactical Entertainment]  
 
Obscured by the rapidly defining smoke which is a result of the developing and extending collapse, the frame image 04 below depicts the beginning of the compromise and collapse sequence commencing as a result of the Bravo wall compromise and collapse sequence at the B-A corner that will subsequently peel towards the Alpha side and continue up to the outermost jamb of the overhead door.
 
Pay particular attention to the first three to four seconds of the video clip and review the video clip over a few times;  looking at the operating elevated master stream that is clearly visible and operating from the upper right part of the screen through the smoke plume; follow the direct orientation and stream flowing directly towards the bravo wall plane,  and presumed penetrating into/through the roof deck or impacting through the metal roof deck and wall-roof assembly area at the upper roof edge.
 
 

Image 04

 
 Frame image 04 depicts the rapidly deteriorating conditions that are evident as the collapse sequence continues and the overhead door jamb (left) buckling and adjacent wall failing by way of an outward curl or peel away commencing from the upper (left image) A-B corner at the roof line and then peeling and failing from upper left to right.
 
 

Image 05

 
 
The leading edge of the outward collapsing wall plane ( yellow dotted line) is failing with the greatest material concentration occurring at the A-B edge outward. Fortunately the presence and location of the overhead door opening  lessened the amount and location of wall material ( concrete masonry units-CMU) and contributed to a void area being present and not fully impacting the firefighters who were operating within this collapse zone.
 
In other words, had this been a solid full wall collapse likelihood for significant firefighter injury would have resulted. 
 
The affects of wall/roof compromise should be of focused consideration and monitoring when managing incidents of this size and magnitude in similar occupancies and building features.  Flame and heat  impingment can and will affect the structural integrity of lintels spans, beams and truss connects along roof lines and connections. Look for signs of impingment, degradation or compromise. watch for signs of probable inward/outward or curtain wall collapse.
 
 
 

Image 06

 

The remaining images, frames 06 and 07 depict the location of the firefighters to the wall collapse, the relationship to the wall and roof system and the degree of wall area that became compromised and collapsed.

 

Image 07

 

This brief video clip and these accompanying briefing insights provided a tremendous opportunity to examine in a non-critical manner an actual near miss collapse event and  operational discernments that provide a focused training an awareness opportunity.

When given the time to analyze and assess, some things become so apparent and self-revealing that we might prematurely say why didn’t someone pick up that or those conditions while conducting operations at [an] incident.  It is dependent on a wide variety of factors, conditions and parameters that are difficult at times to identify and harder yet to fully identify as common or contributing factors, errors or omissions.

It’s not always that easy; but contradictory – some time it really is (or should be) that easy.

Some things on the fireground may not be prone to being so readily identifiable or recognized.

It all depends what you’re looking for and whether you have the necessary insights, knowledge and skill sets. Incident priorities, demands, situational focus, awareness or disconnect all may have a part in how and incident is managed and mitigated.

It goes back directly on knowing what to look for and when; at what type of building with which type of occupancy and under what stage or stages of fire development and combat operations or engagement you might be in. It complex, it takes time and experience and learning’s.

There are numerous factors to be cognizant of in operations involving commercial buildings and occupancies; with special considerations and a diligent focus on a wide degree of facets on the fireground during combat fire engagement.

You need to start somewhere, thus the investment in these observations and insights for this event. Open your eyes on the fireground, there is so much to take in and respond to; if you know what to look for and can process what you’re seeing.

It is mission critical to comprehend and understand your department’s operational capabilities and the necessary deployment demands for fire suppression, fire flow and phased operations. Respect these buildings for the occupancy risk they present and not the typical occupancy type that we develop our conventional strategies, incident action plans and tactical deployments. It’s a lot more than that, with far greater consequences; that may be very unforgiving.

Links:

 

Fire Modeling Software

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An image from a NIST computer model shows temperature levels during the 2007 Charleston Sofa Super Store fire. Dark blue is ambient temperature; bright red is about 800 degrees C (1500 degrees F). Credit: NIST

Fire Modeling Software

These fire simulation programs were developed or sponsored by the Fire Research Division at the NIST. The list of programs is divided into two broad categories below: currently-supported software and archival (unsupported) software. In order to get further information or to obtain one of the programs, click on the appropriate name.

Current Software

These models are being actively developed and supported by the laboratory. Details of the software, including download, development, and support information are included on the individual web pages for each model.

  • FDS (Fire Dynamics Simulator) is a computational fluid dynamics (CFD) model of fire-driven fluid flow. The software solves numerically a form of the Navier-Stokes equations appropriate for low-speed, thermally-driven flow, with an emphasis on smoke and heat transport from fires.
  • CFAST (Consolidated Model of Fire and Smoke Transport) is a two-zone fire model used to calculate the evolving distribution of smoke, fire gases and temperature throughout compartments of a building during a fire.

Archival Software

These models are included largely for reference or historical interest and span several decades of development of computational tools in fire research at NIST. As such, they are largely unsupported due to the age of the software.

  • ALOFT-FTTM (A Large Outdoor Fire plume Trajectory model – Flat Terrain) is a computer based model to predict the downwind distribution of smoke particulate and combustion products from large outdoor fires. It solves the fundamental fluid dynamic equations for the smoke plume and its surroundings with flat terrain. The program contains a graphical user interface for input and output and a user modifiable database of fuel and smoke emission parameters. The output can be displayed as downwind, crosswind and vertical smoke concentration contours. Information on using the program is available with on-line help commands in the program.
  • ASCOS (Analysis of Smoke Control Systems) is a program for steady air flow analysis of smoke control systems. This program can analyze any smoke control system that produces pressure differences with the intent of limiting smoke movement in building fire situations. The program is also capable of modeling the stack effect created in taller buildings during extreme temperature conditions. The program input consists of the outside and building temperatures, a description of the building flow network and the flows produced by the ventilation or smoke control system. The output consists of the steady state pressures and flows throughout the building. Another newer program, CONTAM, may be more appropriate to some applications than ASCOS.
  • ASET-B (Available Safe Egress Time – BASIC) is a program for calculating the temperature and position of the hot smoke layer in a single room with closed doors and windows. ASET-B is a compact easy to run program which solves the same equations as ASET. The required program inputs are a heat loss fraction, the height of the fire, the room ceiling height, the room floor area, the maximum time for the simulation, and the rate of heat release of the fire. The program outputs are the temperature and thickness of the hot smoke layer as a function of time.
  • ASMET (Atria Smoke Management Engineering Tools) consists of a set of equations and a zone fire model for analysis of smoke management systems for large spaces such as atria, shopping malls, arcades, sports arenas, exhibition halls and airplane hangers. ASMET is written in C++ language. For program documentation and a description of the input data, the user should refer to NISTIR 5516, Klote, J. H., Method of Predicting Smoke Movement in Atria with Application to Smoke Management, NIST.
  • BREAK1 (Berkeley Algorithm for Breaking Window Glass in a Compartment Fire) is a program which calculates the temperature history of a glass window exposed to user described fire conditions. The calculations are stopped when the glass breaks. The inputs required are the glass thermal conductivity, thermal diffusivity, absorption length, breaking stress, Young’s modulus, thermal coefficient of linear expansion, thickness, emissivity, shading thickness, half-width of window, the ambient temperature, numerical parameters and the time histories of flame radiation from the fire, hot layer temperature and emissivity, and heat transfer coefficients. The outputs are temperature history of the glass normal to the glass surface, and the window breakage time.
  • CCFM (Consolidated Compartment Fire Model version VENTS) is a two-layer zone-type compartment fire model computer code. It simulates conditions due to user-specified fires in a multi-room, multi-level facility. The required inputs are a description of room geometry and vent characteristics (up to 9 rooms, 20 vents), initial state of the inside and outside environment, and fire energy release rates as a functions of time (up to 20 fires). If simulation of concentrations of products of combustion is desired, then product release rates must also be specified (up to three products). Vents can be simple openings between adjacent spaces (natural vents) or fan/duct forced ventilation systems between arbitrary pairs of spaces (forced vents). For forced vents, flow rates and direction can be user-specified or included in the simulation by accounting for user-specified fan and duct characteristics. Wind and stack effects can be taken into account. The program outputs for each room are pressure at the floor, layer interface height, upper/lower layer temperature and (optionally) product concentrations.
  • DETACT-QS and DETACT-T2
    DETACT-QS (DETector ACTuation – Quasi Steady) is a program for calculating the actuation time of thermal devices below unconfined ceilings. It can be used to predict the actuation time of fixed temperature heat detectors and sprinkler heads subject to a user specified fire. DETACT-QS assumes that the thermal device is located in a relatively large area, that is only the fire ceiling flow heats the device and there is no heating from the accumulated hot gases in the room. The required program inputs are the height of the ceiling above the fuel, the distance of the thermal device from the axis of the fire, the actuation temperature of the thermal device, the response time index (RTI) for the device, and the rate of heat release of the fire. The program outputs are the ceiling gas temperature and the device temperature both as a function of time and the time required for device actuation. DETACT-T2 (DETector ACTuation – Time squared) is a program for calculating the actuation time of thermal devices below unconfined ceilings. It can be used to predict the actuation time of fixed temperature and rate of rise heat detectors, and sprinkler heads subject to a user specified fire which grows as the square of time. CT-T2 assumes that the thermal device is located in a relatively large area, that is only the fire ceiling flow heats the device and there is no heating from the accumulated hot gases in the room. The required program inputs are the ambient temperature, the response time index (RTI) for the device, the activation and rate of rise temperatures of the device, height of the ceiling above the fuel, the device spacing and the fire growth rate. The program outputs are the time to device activation and the heat release rate at activation.
  • ELVAC (Elevator Evacuation) is an interactive computer program that estimates the time required to evacuate people from a building with the use of elevators and stairs. It is cautioned that elevators generally are not intended as a means of fire evacuation, and they should not be used during fires. However, it is possible to design elevator systems that for fire emergencies, and ELVAC can be used to evaluate the potential performance of such systems. ELVAC calculates the evacuation time for one group of elevators. If a building has more than one group of elevators, ELVAC can be run on each group separately. Input consists of floor to floor heights, number of people on floors, number of elevators in the group, elevator speed, elevator acceleration, elevator capacity, elevator door type and width, and various inefficiency factors. The output is a table of elevator travel time, round trip time, people moved, and number of round trips for each floor plus the total evacuation time.
  • FIRDEMND simulates the suppression of post flashover charring and non-charring solid-fuel fires in compartments using water sprays from portable hose-nozzle equipment used by the fire departments. The output of the Fire Demand Model (FDM) shows the extinguishing effects of water spray at various flow rates and droplet sizes. The calculations are based on a heat and mass balance accounting for gas and surface cooling, steam-induced smothering, water-spray induced air entrainment, direct extinguishment of the fire by water and the energy transport via inflow and outflow of heat and products of combustion.
  • FIRST (FIRe Simulation Technique) is the direct descendant of the HARVARD V program developed by Howard Emmons and Henri Mitler. The fire may be entered either as a user-specified time-dependent mass loss rate or in terms of fundamental properties of the fuel. In the latter case, the program will predict the fire growth rate by considering the changing oxygen concentration and smoke layer conditions in the room of fire origin. It can also predict the heating and possible ignition of up to three targets. The original fire and targets may also be user specified fires. The required program inputs are the geometrical data describing the rooms and openings, and the thermophysical properties of the ceiling, walls, burning fuel, and targets. The generation rate of soot must be specified, and the generation rates of other species may be specified as a yield of the pyrolysis rate. Among the program outputs are the temperature and thickness of, and species concentrations in, the hot upper layer and also in the cooler, lower layer in each compartment. Also given are wall surface temperatures, heat transfer rates and mass flow rates. MASBANK is used to create and maintain a data base of materials and their fire properties for use by the FIRST program. MASBANK can accommodate 20 properties for up to 50 materials. The program has the capability to add, delete, change, alphabetize and view the material properties in the data bank. Material properties from MASBANK may be transferred directly into the FIRST program.
  • Jet is a model for the prediction of detector activation and gas temperature in the presence of a smoke layer.
  • FPETool (Software and Documentation) is a set of engineering equations useful in estimating potential fire hazard and the response of the space and fire protection systems to the developing hazard. Version 3.2 incorporates an estimate of smoke conditions developing within a room receiving steady-state smoke leakage from an adjacent space. Estimates of human viability resulting from exposure to developing conditions within the room are calculated based upon the smoke temperature and toxicity.
  • LAVENT is a program developed to simulate the environment and the response of sprinkler links in compartment fires with draft curtains and fusible link operated ceiling vents. The model, used to calculate the heating of the fusible links, includes the effects of the ceiling jet and the upper layer of hot gases beneath the ceiling. The required program inputs are the geometrical data describing the compartment, the thermophysical properties of the ceiling, the fire elevation, the time dependent energy release rate of the fire, the fire diameter or energy release rate per area of the fire, the ceiling vent area, the fusible link response-time-index (RTI) and fuse temperature, the fusible link positions along the ceiling, the link assignment to each ceiling vent, and the ambient temperature. A maximum of five ceiling vents and ten fusible links are permitted in the compartment. The program outputs are the temperature, mass and height of the hot upper layer, the temperature of each link, the ceiling jet temperature and velocity at each link, the radial temperature distribution along the interior surface of the ceiling, the radial distribution of the heat flux to the interior and exterior surfaces of the ceiling, the fuse time of each link, and the vent area that has been opened.GRAPH is a graphics program which runs in conjunction with LAVENT. The results for LAVENT are sent to the data file, GRAPH.OUT, after each prescribed time step. GRAPH then allows the user to choose two sets of variables to be plotted on the screen and has the additional capability of hardcopy output.

Direct Link to NIST: http://www.nist.gov/el/fire_protection/buildings/fire-modeling-programs.cfm

These fire simulation programs were developed or sponsored by the Building and Fire Research Laboratory. In order to get further information or to obtain one of the programs, click on the appropriate name.

  • ALOFT-FTTM- A Large Outdoor Fire plume Trajectory model – Flat Terrain
  • ASCOS- Analysis of Smoke Control Systems
  • ASET-B- Available Safe Egree Time – BASIC
  • ASMET- Atria Smoke Management Engineering Tools
  • BREAK1- Berkeley Algorithm for Breaking Window Glass in a Compartment Fire
  • CCFM- Consolidated Compartment Fire Model version VENTS
  • CFAST- Consolidated Fire and Smoke Transport Model
  • DETACT-QS- Detector Actuation – Quasi Steady
  • DETACT-T2- Detector Actuation – Time squared
  • ELVAC- Elevator Evacuation
  • FASTLite- A collection of procedures which builds on the core routines of FIREFORM and the computer model CFAST to provide engineering calculations of various fire phenomena,
  • FIRDEMND- Handheld Hosestream Suppression Model
  • FIRST- FIRe Simulation Technique
  • FPETool- Fire Protection Engineering Tools (equations and fire simulation scenarios)
  • Jet- A Model for the Prediction of Detector Activation and Gas Temperature in the Presence of a Smoke Layer
  • LAVENT- Response of sprinkler links in compartment fires with curtains and ceiling vents
  • NIST Fire Dynamics Simulator and Smokeview – The NIST Fire Dynamics Simulator predicts smoke and/or air flow movement caused by fire, wind, ventilation systems etc. Smokeview visualizes the predictions generated by NIST FDS.

Using Fire Models to Understand Fire Behavior NIST’s fire modeling capabilities can help firefighters understand and predict fire conditions, HERE

NFPA releases state-level fire service needs assessment for every U.S. state

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NFPA releases state-level fire service needs assessment for every U.S. state.  Findings based on Third Needs Assessment of the U.S. Fire Service with comparisons to earlier studies

The National Fire Protection Association (NFPA) released a fire service needs assessment for each state based on findings from the Third Needs Assessment of the U.S. Fire Service, a study that looked at the current needs of America’s fire departments as compared to those identified in assessments done in 2001 and 2005. The goal of the project was to identify major gaps in the needs of the U.S. fire service and to determine if the Department of Homeland Security Federal Emergency Management Agency’s (DHS/FEMA) Assistance to Firefighters Grant (AFG) programs are continuing to reduce the needs of fire departments.

The report looked at personnel and their capabilities, including staffing, training, certification, and wellness/fitness; facilities and apparatus; personal protective equipment, fire prevention and code enforcement; the ability to handle unusually challenging incidents; and communications and new technologies.

Selected Findings:

  • Nearly half (46 percent) of all fire departments that are responsible for structural firefighting have not formally trained all their personnel involved in structural firefighting, down from 55 percent in 2001 and 53 percent in 2005.
  • Seven out of ten (70 percent) fire departments have no program to maintain basic firefighter fitness and health, down from 80 percent in 2001 and 76 percent in 2005.
  • Nearly half (46 percent) of all fire department engines and pumpers were at least 15 years old, down from 51 percent in 2001 and 50 percent in 2005.
  • Half (52 percent) of all fire departments cannot equip all firefighters on a shift with self-contained breathing apparatus (SCBA), down from 70 percent in 2001 and 60 percent in 2005.
  • Two out of five (39 percent) fire departments do not have enough personal alert safety system devices (PASS) to equip all emergency responders on a shift, down from 62 percent in 2001 and 48 percent in 2005.
  • Except for cities protecting at least 250,000 population, most cities do not assign at least four career firefighters to an engine or pumper and so are probably not in compliance with NFPA 1710, Standard for the Organization and Deployment of Fire Suppression Operations, Emergency Medical Operations, and Special Operations to the Public by Career Fire Departments, which requires a minimum of four firefighters on an engine or pumper.

Third Needs Assessment of the U.S. Fire Service conducted by NFPA concluded: 

  • Needs have declined to a considerable degree in a number of areas, particularly personal protective and firefighting equipment, two types of resources that received the largest shares of funding from the AFG programs.
  • Some innovative technologies that have not been identified as necessary in existing standards but are known to be very useful to today’s fire service – including Internet access and thermal imaging cameras – have also seen large increases in use.
  • Declines in needs have been more modest in some other important areas, such as training, which have received much smaller shares of AFG funds.
  • Still other areas of need, such as apparatus, stations, and the staffing required to support the stations, have seen either limited reductions in need (e.g., apparatus needs in rural areas) or no reductions at all (e.g., adequacy of stations and personnel to meet standards and other guidance on speed and size of response).
  • Fire prevention and code enforcement needs have shown no clear improvement over the past decade.
  • In all areas emphasized by the AFG and SAFER (Staffing for Adequate Fire and Emergency Response) grants, there is ample evidence of impact from the grants but also considerable residual need still to be addressed, even for needs that have seen considerable need-reduction in the past decade.
  • There has been little change in the ability of departments, using only local resources, to handle certain types of unusually challenging incidents, including two types of homeland security scenarios (structural collapse and chem/bio agent attack) and two types of large-scale emergency responses (a wildland/urban interface fire and a developing major flood).

 

The full report and state reports are available at www.nfpa.org/needsassessment.

  • National Fire Protection Association (NFPA) Web Site, HERE
  • NFPA 1710: Standard for the Organization and Deployment of Fire Suppression Operations, Emergency Medical Operations, and Special Operations to the Public by Career Fire Departments, 2010 Edition, Order HERE

 

Additional Supplemental

NFPA has conducted a series of national surveys to identify the needs of the fire service for resources required to safely and effectively carry out their responsibilities. The surveys indicated the resources fire departments had, while NFPA codes and standards and other national guidance documents defined the requirements. The gaps between resources in hand and resources required defined the needs. 

These reports look at personnel and their capabilities, including staffing, training, certification, and wellness/fitness; facilities and apparatus; personal protective equipment; fire prevention and code enforcement; the ability to handle unusually challenging incidents; and communications and new technologies. 

All three studies began with requests from Congress, and the first two studies were conducted with and sponsored by the U.S. Fire Administration and its parent agencies. 

2011
A Third Needs Assessment of the U.S. Fire Service (PDF, 1 MB)
June 2011. 216 pages
Updated study examining the needs of the U.S. fire service in such areas as training, certification, personnel, apparatus, equipment, and fire prevention, with particular attention to homeland security type incidents.

 

State-by-state reports

The following are state-level reports based on the findings in each of NFPA’s needs assessment reports.

Alabama 
2004 2007 2011
2011 fact sheet 
Alaska  
2004  2007 2011
2011 fact sheet 
Arizona 
2004  2007 2011 
2011 fact sheet 
Arkansas  
2004  2007  2011
2011 fact sheet 
California
2004  2007  2011 
2011 fact sheet   
Colorado
2004  2007  2011
2011 fact sheet 
Connecticut
2004  2007 2011
2011 fact sheet 
Delaware 
2004  2007 2011
2011 fact sheet 
Florida 
2004  2007 2011
2011 fact sheet 
Georgia 
2004  2007  2011
2011 fact sheet 
Hawaii 
2004  2007 2011
2011 fact sheet 
Idaho 
2004  2007 2011
2011 fact sheet 
Illinois 
2004  2007 2011
2011 fact sheet 
Indiana 
2004  2007 2011
2011 fact sheet 
Iowa 
2004  2007 2011
2011 fact sheet 
Kansas 
2004  2007 2011
2011 fact sheet 
Kentucky 
2004  2007 2011
2011 fact sheet 
Louisiana 
2004  2007 2011
2011 fact sheet 
Maine 
2004  2007 2011
2011 fact sheet 
Maryland 
2004 2007 2011
2011 fact sheet 
Massachusetts 
2004 2007  2011
2011 fact sheet 
Michigan 
2004  2007  2011
2011 fact sheet 
Minnesota 
2004  2007  2011
2011 fact sheet 
Mississippi 
2004  2007  2011
2011 fact sheet 
Missouri 
2004  2007  2011
2011 fact sheet 
Montana 
2004  2007  2011
2011 fact sheet 
Nebraska 
2004  2007  2011
2011 fact sheet 
Nevada 
2004  2007  2011
2011 fact sheet 
New Hampshire
2004  2007  2011
2011 fact sheet 
New Jersey 
2004  2007  2011
2011 fact sheet 
New Mexico 
2004  2007  2011
2011 fact sheet 
New York
2004  2007  2011
2011 fact sheet 
North Carolina
2004  2007  2011
2011 fact sheet 
North Dakota 
2004  2007  2011
2011 fact sheet 
Ohio 
2004  2007  2011
2011 fact sheet 
Oklahoma 
2004  2007  2011
2011 fact sheet 
Oregon 
2004  2007  2011
2011 fact sheet
Pennsylvania 
2004  2007  2011
2011 fact sheet 
Rhode Island 
2004  2007  2011
2011 fact sheet 
South Carolina 
2004  2007  2011
2011 fact sheet 
South Dakota
2004  2007  2011
2011 fact sheet 
Tennessee
2004  2007  2011
2011 fact sheet 
Texas
2004  2007  2011
2011 fact sheet 
Utah
2004  2007  2011
2011 fact sheet 
Vermont
2004  2007  2011
2011 fact sheet 
Virginia 
2004  2007  2011
2011 fact sheet 
Washington
2004  2007  2011
2011 fact sheet 
West Virginia 
2004  2007  2011
2011 fact sheet 
Wisconsin 
2004  2007  2011
2011 fact sheet 
Wyoming 
2004  2007  2011
2011 fact sheet 

From the NFPA Web site, link  above


2006
Four Years Later – A Second Needs Assessment of the U.S.Fire Service (PDF, 4 MB)
Department of Homeland Security, USFA, and NFPA, October 2006. 159 pages
Updated assessment of needs of U.S. fire service in such areas as training, certification, personnel, apparatus, equipment, and fire prevention, with particular attention to homeland security type incidents.
Also see: Download an errata for this report. (PDF, 16 KB)  

Matching Assistance to Firefighters Grants to the Reported Needs of the U.S.Fire Service (PDF, 2 MB)
Department of Homeland Security, USFA, and NFPA, October 2006. 41 pages
Analysis of whether grants requested and received have addressed reported needs, by type of need, and whether popular types of grants have resulted in significant change in the overall national level of need.

2002
A Needs Assessment of the U.S. Fire Service (PDF, 1 MB)
FEMA, USFA, and NFPA, December 2002. 160 pages
A comprehensive study done by FEMA, USFA and NFPA examining the needs and response capabilities of the U.S. fire service. Among the factors examined are personnel and their capabilities; fire prevention and code enforcement; stations, apparatus and equipment; and the ability to handle unusually challenging incidents. Results are reported by nationwide and community size.

Also see: “Underfunded, Understaffed, and Undertrained”: Read NFPA President Jim Shannon’s and others’ reactions to the study in an NFPA Journal® Special Report (March/April 2003)

 

 

 

Size-Up: Report of the Week (ROTW)

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Size-Up and Risk Assessment Skills: How are yours?

 

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 Size-Up. We’re posting the ROTW alert in it’s entirety below.

Go over to the National Fire Fighter’s Near-Miss Reporting System and check out the resources and subcribe to the weekly ROTW today.

Sizing up a structure for a fire attack is a skill that takes time, practice and experience to fully develop. When the first arriving (and any other arriving) officer surveys the structure, the process needs to be rapid and thorough. In some cases, if the size-up is too rapid, critical points can be overlooked. This oversight can result in unintended consequences for the initial attack team.

As seen in ROTW 11-216, it is worthwhile to take an extra minute to process the situation prior to attack.

“We were dispatched to an attic fire in a single-family home. Initial arrival was an on duty engine and ladder truck with two firefighters and one officer, who gave an on scene report of a two-story wood frame residential structure with heavy smoke showing from the rear…After seeing three sides of the building, the officer (myself) ran around to back side and found heavy flames venting from the second floor gable end off the rear of the structure. At the time it was not known if this area was an attic over a first floor addition or a room on the second floor. The officer decided a quick interior search and fire attack, pushing the fire out the already vented hole, would be the initial strategy…After searching the first floor and finding no stairs, the initial team exited the first floor and went to the rear of the structure where an exterior stairwell was found to the second floor. On initial size-up, the stairwell and two mailboxes on the house were missed, causing approximately a one minute delay to fire attack…Upon entry to the second floor, conditions were a light haze with complete visibility of the occupied area…A small pike pole was used to breach the wall while the nozzleman stood ready and the third firefighter moved hose. After an area between the studs and about two feet tall was opened, the attack line was discharged. Conditions went from almost clear to black and steamy instantly. After spraying the nozzle for less than 30 seconds (maybe even sooner) the room became too hot to occupy. All three of us announced we had to get out, almost at the same time…”

Reading the structure is as important as reading the smoke and fire conditions prior to mounting an interior attack. Aesthetics can play a large role in the building design, and what appears to be structural may truly not be safe to load. As 11-216 illustrates, the fire blowing from an upper floor window may not be as visible on the inside as it is on the outside. Once you have read the entire account of 11-216, and the related reports, consider the following:

  1. The report notes that, “…exterior stairwell and two mailboxes on the house were missed”. What situational loss factor would best describe why that occurred? Go to our Facebook Page and record your answer and the reason why you selected the factor.   
    • a. Distraction
    • b. Fixation  
    • c. Overload
  2. What fire behavior phenomenon occurred when the crew opened the interior wall and experienced conditions that went from “clear to black”?
  3. If you were dispatched for fire in the attic and arrive to find heavy smoke and fire showing, what attack line would you select and why?
  4. Based solely on the information provided in 11-216, would a two out be necessary before the interior attack could commence?
  5. The reporter states “heavy smoke” was observed. Jot down a few factors that mean “heavy smoke” to you. Discuss what you wrote down with your colleagues. 

The time pressure to go into action when we arrive at a working fire will often cause the size-up to be hurried. Remembering the lessons learned from 11-216 will make your next size-up more complete. The NMRS staff expressed thier thanks to the lieutenant from Region V for sharing what was learned.

 

Related Reports- Topical Relation: Size-up    

Have you avoided a disaster because of a good size-up? Submit your report to www.firefighternearmiss.com today to pass on your experience.

Realize that the resource center and the near-miss reports are all formulative and can very easily support training drill development, just in time training, table-top discussions, scenario based exercises and review discussions with company, staff or command officers and all station or company personnel.NMRS Resource Section, HERE
 
Links:  
 
Near-Miss Reporting Form example, HERE
  • NFFNMRS Facebook Page, HERE
  • Past Report of the Week Library, HERE
  • 2011 Calendar and Annual Report, HERE

 

Got a Near-Miss Report to Submit? Click on the button for a direct link to the NFNMRS here

 Don’t forget to go to the National Firefighter Near Miss Reporting System for  number of exceptional training aids, resources, PPT and more. NFFNMRS, HERE

Fireground Dynamics: Smoke Explosion during Interior Operations

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 Three Franklin (OH) firefighters were caught in what has been determined to be a smoke explosion at a structure fire involving a restaurant occupancy in what appears to be a building of Type III construction that published reports indicated was built in 1892.

Franklin (OH) FD Lt. Kyle Lovelace and firefighters Quincy Pearson and Brad Brown were caught in a smoke explosion while conducting interior fire suppression operations at which time conditions deteriorated and a smoke explosion occurred. Simultaneous with the recognition that something was not good; the crew immediately began to retreat when they were caught in the explosion. All of them luckily made it out unscathed.

According to published reports, “They reverted back to their training and did what they needed to do to get out,” according to Fire Chief Jonathan Westendorf . “We have a flashover simulator and we spend a good amount time talking about it each year.”

Reports have indicated Lt. Lovelace stated that when they arrived on the scene, he noticed smoke coming from left side of the building above the second floor and thought that it may be an attic fire.

They attempted to gain entry through the front door, but before they opened it they noticed a crack in the window and decided to gain entry through the rear. Lt. Lovelace, FF Pearson and FF Brown entered an alley covered by an awning connecting to freestanding structures. Westendorf  later said his guys were fortunate to be in that location because they were isolated from the brunt of the blast.

The crew advanced about 25 feet when FF Pearson, who was on the nozzle, saw wisps of smoke and began to feel extreme heat.

Lt. Lovelace used a thermal imaging camera to locate where the heat was coming from, but right before he could tell Person, he started yelling at him to get out. They made it about 20 feet when the thick black smoke started banking down on them. As Lovelace exited under the awning, conditions quickly worsened and the smoke explosion occurred. Video of blast HERE

Links for complete reporting insights and details;

 

Photo by Nick Graham Middletown Journal

Middletown Journal Photo Show from the Fireground, HERE
 

Alpha side from the Street, Image Capture from Google Street Maps

 

 

Aerial Image along South Main Street of the Building

 

 

Screenshot from video as smoke explosion occurs

 

 

Video: Caught On Camera: Backdraft Explosion At Franklin Fire

Training for the Evolving Fireground

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Check out the new promo video for 2012 from Buildingsonfire.com

Buildingsonfire.com and the Command Institute’s

2012 Training Curriculums and Offerings

Building Construction and Systems Training for

Commanders, Company Officers and Firefighters

  • Building Construction for the Company  and Command Officer
  • The Rules of Combat Fire Engagement & Tactical Operations 
  • Reading the Building: Predictive Occupancy Profiling
  • Reading the Building; Size-up and Tactical Risk
  • The New Fireground: Engineered Systems, Construction &  Tactics
  • Building Construction and Tactical Operations
  • Adaptive Fireground Management
  • The Anatomy of Buildingsonfire 2012 NEW
  • Five Star Command & Fire Fighter Safety
  • The Doctrine of Combat Fire Operations 2012 NEW
  • Adaptive Strategies and Tactical Patience NEW
  • Predictive Management of Today’s Fireground NEW
  • Fireground Leadership  for Company & Command Officers
  • Extreme Fire Behavior & Fireground Operations NEW
  • Firefighter Safety  and Tactical Entertainment
  • Dynamic Risk Assessment & Firefighting Operations
  • Tactical Renaissance:  Building Construction & Tactical Excellence
  • Occupancy Risk Profiling and Firefighting Strategy & Tactics NEW
  • Command Institute’s Fire Ground Leadership Series NEW
  • CI Fire Ground Leadership for Company Officers (Silver Series) NEW
  • CI Fire Ground Leadership for Company Officers (Gold Series) NEW
  • Operational Safety at Buildings of Ordinary & HT Construction
  • Operational Safety at Residential Occupancies
  • Operational Safety at Commercial & Big Box Occupancies
  • Operational Safety at Garden Apartment & Townhouses
  • Operational Safety at Buildings under Construction
  • Keynotes ,Lectures, Special Presentations & Programs Available
  • Other Building Construction , Command, Tactics, Fire Fighter Safety and Operations programs available
  • Contact us with your special or site specific needs

 Download the NEW 2012 Buildingsonfire PDF  Listing: 2012 Buildingsonfire.com Training Brochure Building Construction and Systems Training for Commanders, Company Officers and Firefighers

We’ll be presenting two of our distinguished programs at the Liberty Fire and Leadership Training Conference in November

Make your plans to attend the newest premiere training conference, offering the latests in integrated eMedia, interactive classroom and hands-on training, education and networking? The Buildingsonfire.com family ( consistings of CommandSafety.com, TheCompanyOfficer.com, Taking it to the Streets Radio and Buildingsonfire.com) will be presenting two cutting edge and timely programs at both the Liberty  Fire and Leadership Training Conference on  November 4-6, 2011 in King of Prussia, PA

November 4 – 6, 2011 | King of Prussia, PA

Tactical Ops and the New Rules of Combat Fire Engagement

This session will present the new rules of combat structural fire engagement and provide insights into integrated command and operational risk management, tactical safety and tactical protocols based on occupancy risks versus occupancy type. Building and occupancy profiling requires knowledge of emerging construction methods, features, systems and components. Coupled with the increasing commonality of extreme fire behavior and the increased fire load package, these factors require new skill sets in reading the building and implementing predictive occupancy profiling to determine appropriate tactics for firefighters, company and command officers.

The class will examine case studies, history-repeating events, the latest testing and research findings on vent path theory, fire behavior, structural system integrity, wind driven fire theory and fire suppression theory, and engage students through interactive exercises and group discussions.

Reading the Building: Predictive Occupancy Profiling

Presented by Christopher J. Naum
Chief of Training, Command Institute, DC

Today’s buildings and occupancies continue to present unique challenges to command and operating companies during combat structural fire engagement. Building and occupancy profiling, identifying occupancy risk versus occupancy type, emerging construction methods, features, systems and components coupled with the increasing commonality of extreme fire behavior and the increased fire load package require new skill sets in reading the building and implementing predictive occupancy profiling for firefighters, company and command officers. Integral to the presentation will be detailed discussions on building and structural system placarding methods and labeling programs.

Fire Loss in the United States 2010 report from the NFPA

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NFPA 2010 Report and Analysis

The NFPA recently released its report on Fire Loss in the United States During 2010. According to the report, public fire departments responded to 1,331,500 fires last year, a decrease of 1.3 percent from the year before.

U.S. fire departments responded to an estimated 1,331,500 fires. These fires resulted in 3,120 civilian fire fatalities, 17,720 civilian fire injuries and an estimated $11,593,000,000 in direct property loss. There was a civilian fire death every 169 minutes and a civilian fire injury every 30 minutes in 2010. Home fires caused 2,640, or 85%, of the civilian fire deaths. Fires accounted for five percent of the 28,205,000 total calls. Eight percent of the calls were false alarms; sixty-six percent of the calls were for aid such as EMS.

In 2010, public fire departments responded to 1,331,500 fires in the United States, according to estimates based on data NFPA received from fire departments responding to its 2010 National Fire Experience Survey. This represents a slight decrease of 1.3 percent from the previous year and is the lowest since NFPA started using its current survey methodology in 1977 – 78.

An estimated 482,000 structure fires were reported to fire departments in 2010, an increase of 0.3 percent, or virtually no change from the year before. For the period from 1977 to 2010, inclusive, the number of structure fires peaked in 1977 when 1,098,000 structure fires occurred. The number of structure fires then decreased steadily, particularly in the 1980s, to 688,000 by the end of 1989, for an overall decrease of 37.3 percent from 1977. Since 1989, structure fires again decreased steadily for an overall decrease of 24.7 percent to 517,500 by the end of 1998. They stayed in the 505,000 to 530,500 range from 1999 to 2008, before dropping to 480,500 in 2009, and increasing in 2010.

Of the 2010 structure fires, 384,000 were residential fires, accounting for 79.7 percent of all structure fires, an increase of 1.9 percent from the year before. Of these residential structure fires, 279,000 occurred in one- and two-family homes, accounting for 57.9 percent of structure fires. Another 90,500 occurred in apartments, accounting for 18.8 percent of all structure fires.

NFPA 2010 Overview

 

For nonresidential structure fires, some property types showed notable changes. In public assembly occupancies, such fires decreased 17.2 percent to 12,000. In stores and offices, they increased 9.1 percent to 18,000. And in special structure properties, they dropped 11.1 percent to 20,000.

2010 Report Overview

  • 1,331,500 fires were responded to by public fire departments, a decrease of 1.3 percent from the year before.
  • 482,000 fires occurred in structures, an increase of 0.3 percent from 2009.
  • 384,000 fires, or 80 percent of all structure fires, occurred in residential properties.
  • 215,500 fires occurred in vehicles, a decrease of 1.6 percent from the year before.
  • 634,000 fires occurred in outside properties, a decrease of 2.3 percent from 2009.

CIVILIAN FIRE DEATHS

  •  3,120 civilian fire deaths occurred in 2010, an increase of 3.7 percent from 2009.
  • About 85 percent of all fire deaths occurred in the home.
  • 2,640 civilian fire deaths occurred in the home, an increase of 2.9 percent from 2009.
  • 285 civilians died in highway vehicle fires.
  • 90 civilians died in nonresidential structure fires.

 CIVILIAN FIRE INJURIES

  •  17,720 civilian fire injuries occurred in 2010, an increase of 3.9 percent from the year before.
  • 13,800 of all civilian injuries occurred in residential properties, while 1,620 occurred in non-residential structure fires.

 PROPERTY DAMAGE

  •  An estimated $11.6 billion in property damage occurred as a result of fire in 2010, a decrease of 7.5 percent from 2009.
  • $9.7 billion of property damage occurred in structure fires.
  • $7.1 billion of property loss occurred in residential properties.

 INTENTIONALLY SET FIRES

  •  An estimated 27,500 intentionally set structure fires occurred in 2010, an increase of 3.8 percent from 2009.
  • Intentionally set fires in structures resulted in 200 civilian deaths, an increase of 17.7 percent from the year before.
  • Intentionally set structure fires also resulted in $585,000,000 in property loss, a decrease of 14.5 percent from 2009.
  • 14,000 intentionally set vehicle fires occurred, a decrease of 6.7 percent from the year before, and caused $89,000,000 in property damage, a decrease of 17.6 percent.

 

Estimate of Fires by Type in the United States (1977-2010) NFPA Statistics

Reflections of 9|11; You do what God has called you to do. You get on that rig, you go out and do the job

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FDNY Father Mychal Judge

Excerpts from the Last Homily of Father Mychal Judge FDNY Chaplain, at Mass for Firefighters: Sept. 10, 2001:

You do what God has called you to do. You get on that rig, you go out and do the job. No matter how big the call, no matter how small, you have no idea of what God is calling you to do, but God needs you. He needs me. He needs all of us.

God needs us to keep supporting each other, to be kind to each other, to love each other…

We love this job, we all do. What a blessing it is! It’s a difficult, difficult job, but God calls you to do it, and indeed, He gives you a love for it so that a difficult job will be well done.

Isn’t God wonderful?! Isn’t He good to you, to each one of you, and to me? Turn to God each day — put your faith, your trust, your hope and your life in His hands.

He’ll take care of you, and you’ll have a good life. And this firehouse will be a great blessing to this neighborhood and to this city. Amen.

See full text of Mychal’s Last Homily here

Blessed John Paul II offered the day after the events of September 11th, 2001, at his weekly audience of Sept. 12, 2001:

“Yesterday was a dark day in the history of humanity, a terrible affront to human dignity. After receiving the news, I followed with intense concern the developing situation, with heartfelt prayers to the Lord. How is it possible to commit acts of such savage cruelty? The human heart has depths from which schemes of unheard-of ferocity sometimes emerge, capable of destroying in a moment the normal daily life of a people. But faith comes to our aid at these times when words seem to fail. Christ’s word is the only one that can give a response to the questions which trouble our spirit. Even if the forces of darkness appear to prevail, those who believe in God know that evil and death do not have the final say. Christian hope is based on this truth; at this time our prayerful trust draws strength from it.”

Read more: http://www.ncregister.com/blog/remembering-9-11/#ixzz1XbSah6Gg

Reflections of 9|11

Like so many of us, the events of 9|11 have transcended time in a way that makes the events of that day, and the weeks and months that have now  turned into years still feel like yesterday in so many ways. 

As the increased focus and attention on the 10th anniversary of 9|11 drew near and escalated into the remembrance, recollections and reminders of what 9|11 was ten years ago; and still is today and in the future of our nation’s history and heritage.  Each of us has stories, recollections and emotions related to 9|11. Many were directly involved to a degree that all of us certainly desired and to so many who never wished for it. The streaming consciousness of recollections and emotions never seemed to be too far below the surface or recessed in the back of your mind;  but have now become discernible with palpable presence.

Each of us in the fire and emergency services carry with us direct or indirect reminders of 9|11; its history, legacy and the accounts and events that manifest themselves into what our place in time, at that time were and are.

Whether we were at Ground Zero physically on 9|11 or there in the ensuing months and years after or emotionally connected in some way; to this day we each have our remembrances that have made us who we are today and that will stay with us forever.

To many of our brothers, the survivors of 9|11; who worked relentlessly at Ground Zero for months that seamlessly flowed into one another, they endured the effects of those days of days well into the next year. The effects of 9|11 continue to this day to impact the fire service, the firehouses, and the families and loved ones. We are only beginning to recognize the extent of what lies in the years ahead for those who gave so much of themselves in the years that have comprised this past decade.

Last night my family and I attended a special mass service that reflected upon this the tenth anniversary of September 11th, 2001. During the prayers and the service, I began to think of so many personal friends; of those who would be called brothers in the tradition of our fire service – all victims of 9|11.

These were firefighters that I had the privilege and honor of knowing over many, many years, of working with directly in various capacities on state and national level projects, tasks forces or committees, of having the opportunity to run alarms in the various boroughs of New York City back in the day while taking in tours and ride-alongs with their company and the house. There are certainly lots of tremendous memories of those simple days pre- 9|11 and certainly in the recollections and in the tears of the post 9|11 days, certainly up to today.

Each of us has had a journey in our lives in the ten years since that day of September 11th, 2001. We all share a common bond that is defined by who we are and that is; firefighters. We are also defined by our families and loved ones and by the paths these past ten years have given us; and where they may lead us in the years ahead.

 

September 11, 2002 ~ September 10, 2011

  

As Father Mychal Judge stated; You do what God has called you to do. You get on that rig, you go out and do the job. No matter how big the call, no matter how small, you have no idea of what God is calling you to do, but God needs you. He needs me. He needs all of us. God needs us to keep supporting each other, to be kind to each other, to love each other…

We love this job, we all do. What a blessing it is! It’s a difficult, difficult job, but God calls you to do it, and indeed, He gives you a love for it so that a difficult job will be well done.  

  • The First Step or our Journey ( first written and published in September, 2001) HERE

We are brothers; we share a rich tradition, of duty, honor, courage, fortitude and family. Let us take pause today and each and every day hence to truly honor the sacrifices made on that day in 2001 and to honor the memories of those we knew and those that were part of the bond of the firefighting brotherhood that defines the American Fire Service. It’s not something you do, It’s something you are; Firefighters.  

Remembrance 2011

 

In Remembrance of my brother firefighters, who made the ultimate sacrifice; who I had the privilege of knowing;  

Battalion Chief Ray Downey, FDNY

Battalion Chief Ray Downey, FDNY

 

 

 

 

 

 

 

 

 

  

 

 

 Patrol Officer George Howard, PAPD, ESU and Vol. FF, LI, NY

Patrol Officer George Howard, PAPD ESU

 

 

 

 

 

 

  

 

 

Andy Frederick, FDNY

Andy Frederick, FDNY

 

 

 

 

 

 

 

 

 

 

 

 

  

      

Christopher Blackwell, FDNY

Christopher Blackwell, FDNY

 

 

 

 

 

 

 

 

 

 

 

9|11 Honor and Remembrance: Ten Year Anniversary

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2001-2011

For many of us, the events of September 11th, 2001 will forever be etched into our minds and hearts. The magnitude and severity of the sacrifices made that day by the FDNY as well as the NYPD, EMS and PAPD and numerous other first responders uphold the tradition, beliefs, values and ideals that the Fire, Rescue, EMS and Law Enforcement professions embrace. The tragic loss of lives, the promise of the future; the unfulfilled opportunities and contributions that were yet to be recognized or made by many of those killed and the subsequent loss of completing life’s journey with their families, loved ones and comrades further magnifies the senselessness and grief many of us share to this day.

FDNY Assistant Chief Gerard Barbara , the Citywide Tour Commander on the morning of September 11th whose image was profoundly captured standing in the street within the shadow of the twin towers moments before the first collapse provides a poignant reminder of our sworn duty, obligation and responsibilities as firefighters, and the honor of our proud tradition that compells us to do what we do each and every day, on the job.

Screen Capture from NY Daily News Site. FDNY Assistant Chief Gerard Barbara, City Wide Tour Commander in the shadows of the Towers prior to the first tower collapse. Click on the image to go to the NY Daily News Site for the full image

 http://911anniversary.nydailynews.com/911-attacks-102-minutes-changed-world

I’m reposting an article that I had written within the subsequent days of September 11th, 2001  that was published shortly thereafter. It’s difficult to put into perspective and think that ten years have passed, when it seems like only yesterday. Each and everyone of us can recall the vivid emotions and sentiments that were present in such a raw manner on that day and in the days and weeks that followed. And how, now at the ten year anniversary we can reflected on where we’ve been in our own personal journeys, and what the last ten years have given us and what it has done to the fire service in that time frame.

There have been changes, both positive and negative; but change none the less. Each of us has grown older, hopefully wiser and broadened our perspective on the job, who we are, our families and loved ones and remembrance for those we lost on 9|11 and in the preceeding ten years.

This is why we must remember, this is why we must never forget.

The First Steps of Our Journey

(originally written and published September, 2001)

Honor and Remembrance 2001-2011

Tuesday September 11th (2001) began unremarkably like many others. I began my instructional delivery of a course of instruction on Incident Command Management for Structural Collapse Rescue Operations as part of the National Fire Academy’s field delivery programs in Ft. Myers, Florida. The class was comprised of Special Operations Battalion Chiefs, Command and Line Officers from throughout the region. As we began our discussion on the needs for urban search and rescue preparedness and its relationship to strategic incident command management and tactical company level capabilities, the Ft. Myers Chief of Department came into the classroom and directed us immediately to the station day room. The time was 08:55 hours, and so began our journey.

The class immediately became transfixed upon the televised images streaming before us. The live coverage of the evolving sequence of events, the fire and emergency services responses and the devastation inflicted both in New York City and later in Washington, D.C., and the realization that this was a terrorist attack. For the next three hours we watched in disbelief the unfolding events in New York City at the World Trade Center, each of us fully realizing the magnitude and severity of the incident and the impact inflicted upon the fire, rescue, ems and law enforcement personnel operating at the scene.

The transmission of Manhattan Box 55-8087 to the World Trade Center Towers brought New York City’s Bravest and Finest. We witnessed the evolving events of the initial high-rise fires in WTC Tower #1, the vivid images of the second aircraft impacting WTC Tower #2 and shortly thereafter, the horrendous collapse of both towers.

We watched in silence, fully cognizant of the potential toll the resulting collapses could have on the operating personnel and civilians alike. Following numerous telephone calls home and to my fire station, with the impending arrangements and planning being undertaken for our fire department’s possible deployment to NYC, I began a twenty-two hour trek back home. The journey back was consumed with the constant reports filtering through the radio speakers of the ever increasing descriptions of the magnitude and levels of destruction at what has become known as Ground Zero.

The turnpikes I traveled were filled with the passing images of the initial public outpouring of emotions to the day’s tragic events. Lone individuals on overpasses and bridges, waving our nation’s flag. The flags drawn to half staff throughout the communities I passed through and the electronic message boards along the highway, with words of condolence and encouragement in this time of national grief. Still in my Fire Academy shirt with the embroidered words of the NFA and Structural Collapse, I was recognized as a firefighter and approached by numerous people along my route back who questioned the events of the day, who were seeking some sense of understanding for what was becoming recognized as a significant loss of life to unaccounted for fire, rescue, law enforcement and civilians.

There were the unsolicited words of thanks expressed by people at gas pumps and rest areas up the entire east coast, who acknowledged my fire service affiliation and connected to what they may have seen or heard in terms of the of the missing F.D.N.Y. firefighters and N.Y.P.D. law enforcement officers. This level of acknowledgement, seemed so strange, when any other time, we seem to blend into the back ground of everyday life. All for having a fire service emblem on.

During my travel back to Syracuse, New York I listened to every report, every update and the ever increasing numbers of potential missing on the radio. Well after midnight I ran into a colleague of mine at a gas station, an Assistant Fire Chief from the Metro Dade Fire & Rescue Department, Florida who, along with four other urban search and rescue specialists were making their way to Washington, D.C. as part of the deployed FEMA USAR Task Force Team from South Florida. We shared in our grief over the immediate notification at a mayoral press briefing that our close friend FDNY Battalion Chief Ray Downey was identified as one of three chief FDNY Officers who died during the tower collapses.

We also shared in our grief in the initial reports of the over forty FDNY fire, rescue and support companies unaccounted for as a result of the fire suppression, rescue and collapse efforts. The continuing ride gave way to the thoughts and concerns of many of my friends within the FDNY. Were they on shift, are they accounted for, are they safe? I thought about everything that we have tried to prepare for, the years of developing our national urban search and rescue task force system, collapse-rescue training, terrorism preparedness and the images of the WTC events of the morning. I thought deeply of my twenty-six years of fire service involvement, my brother & sister firefighters, and again- the fate of my FDNY brothers and sisters in New York City.

Subsequently in the days that followed, I became glued to the live televised images from Ground Zero and ever increasing reports of the search and rescue efforts deployed at the incident scene. As I watched alone into the early morning hours the images pouring across my television screen or at the fire station with my brother and sister firefighters, I began to contemplate the journey that lay ahead for our nation’s fire and emergency services. We will be forever changed by the events of 9-11. The most recent accounts have identified over three hundred thirty seven confirmed or unaccounted for firefighters, twenty-three law enforcement officers and over five thousand four hundred missing civilians. Rescue efforts remain the focus, with the realization that the probability of live rescues diminishes with each passing hour as the first week of Herculean efforts draws to a close.

The fabric that binds us within the fire and emergency services, the true bonds of brother and sisterhood in this proudest of professions can not be more poignantly depicted than the image of the three brother FDNY firefighters raising the American flag amidst the mountains of rubble and debris where once stood the World Trade Center. Each and every one of us understands the undertakings during the initial stages of operations at the WTC. We, the fire and emergency service providers protect the heart and soul of our respective communities. We understand the risks and challenges affecting our commitment to protect life and property and to meet those challenges armed with our training, preparedness and tools of our trade. We are the first ones in and the last ones out. The challenges ahead will be immense as the rescue efforts at Ground Zero evolve into the recovery mode of operation, and the continued efforts to bring home- back to quarters these missing firefighters.

In the days, weeks and months ahead, we will be witness to ever changing events in this continuing journey. We will share in the pain, grief and emotions that have become so deeply rooted inside of all of us in the course of these events in NYC and in our nations’ capital. For those who provided direct or support service to the events at the WTC, and those who may yet be called upon to render aide in the weeks and months ahead, each of us understands the calling and we also understand the pain. For each and everyone firefighter, rescue and ems provider would, if they could, would be side by side with those working at Ground Zero.

We must remain vigilant to our own community’s risk potential for future events and incidents and must strive to reduce the gap between our capabilities and those identified deficiencies. We must plan and train for the worst, for it’s not a matter of IF , it’s just a matter of WHEN. Our nation’s fire and emergency services have begun a journey, one that no one could have imagined, yet one that each will meet head- on. Remain safe, stay strong, and meet the challenges of your next alarm, with faith and the foundation of principles that have made our fire services what they are. We are all part of a brotherhood, we share a common belief and mission-we know our duty, we are firefighters, and will answere the call. (Original written and publication; September, 2001)

Waiting for the bell and the next alarm

Remember and honor the sacrifices of September 1th, 2001 and the continuing sacrifices that are being made today by those fire, law enforcement and emergency services workers, support personnel and civilians that worked the recovery efforts at Ground Zero in the weeks and months afterwards who are dying or are afflicted by the lingering effects of exposures at the site and the area.

Remember the surviving families of those lost, remember the firefighters; who they were and remember who we are, and what we do each and every day in the streets of America. May We Never Forget.

Honor and Remembrance 343…the 2,164 civilians and others who lost their lives at the WTC Towers One and Two and let us remember the 184 civilians, military and other personnel from the Pentagon and the 40 civilians and crew from United Flight 93 and Shanksville 

Honor and Remembrance...in the streets each day; Photographer unknown

FDNY 9|11 Memorial Page with Links to each of the 343 Firefighters, HERE

FDNY Video 9|11 Video Tribute, HERE

William Feehan
 
William Feehan
First Deputy
Commissioner

 

Memorial Wall
Peter J. Ganci
 
Peter J. Ganci
Chief of
Department

 

                               From the FDNY Memorial 9|11 Web page HERE
Click here to go to the Chief's Memorial. Click here to go to the Chaplain's Memorial. Click here to go to the Captain's Memorial. Click here to go to the Lieutenant's Memorial. Click here to go to the Fire Marshal's Memorial. Click here to go to the Firefighter's Memorial. Click here to go to the Paramedic's Memorial.
Click here to view the Funeral & Memorial Services.

 

FDNY 343 Remembrance

The 343 FDNY Firefighters killed on September 11, 2001 during operations at the World Trade Center

This list originally compiled  by Don Van Holt, NYFD.com

FDNY 343

 

A Memorial Wall listing the names of 55 FDNY members who died in the last 10 years due to World Trade Center-related illnesses was unveiled at FDNY Headquarters on Sept. 8. (HERE)

The inscription on the Memorial Wall reads, “DEDICATED TO THE MEMORY OF THOSE WHO BRAVELY SERVED THIS DEPARTMENT PROTECTING LIFE AND PROPERTY IN THE CITY OF NEW YORK IN THE RESCUE AND RECOVERY EFFORT AT MANHATTAN BOX 5-5-8087 WORLD TRADE CENTER.”

The names included:

Firefighter Robert W. Dillon, Engine Co. 153

Firefighter Vanclive A. Johnson, Ladder Co. 135

Firefighter Russell C. Brinkworth, Ladder Co. 135

Firefighter Edward V. Tietjen, Ladder Co. 48

Firefighter Walter Voight, Ladder Co. 144

Battalion Chief Kevin R. Byrnes, Battalion 7

Firefighter Stephen M. Johnson, Ladder Co. 25

Lieutenant Richard M. Burke, Engine Co. 97

Firefighter Michael Sofia, Engine Co. 165

Firefighter Joseph P. Costello, Battalion Co. 58

Firefighter William R. O’Connor, Ladder Co. 84

Lieutenant Reinaldo Natal, Field Communications Unit

Paramedic Deborah Reeve, EMS Station 20

Fire Marshal William Wilson, Jr., Manhattan Base

Lieutenant Thomas J. Hodges, Engine Co. 313

Firefighter Robert J. Wieber, Engine Co. 262

Lieutenant Joseph P. Colleluori, Jr., Engine Co. 324

Firefighter Michael J. Shagi, Engine Co. 74

Firefighter William R. St. George, Batallion Special Operations Command

Firefighter Raymond W. Hauber, Engine Co. 284

EMS Lieutenant Brian Ellicott, EMS Dispatch

Firefighter William E. Moreau, Engine Co. 166

Lieutenant John P. Murray, Engine Co. 165

Firefighter Sean M. McCarthy, Engine Co. 280

Firefighter Bruce M. Foss, Ladder Co. 108

Firefighter Jacques W. Paultre, Engine Co. 50

Firefighter Kevin M. Delano, Sr., Ladder Co. 142

Lieutenant Vincent J. Tancredi, II, Ladder Co. 47

Paramedic Clyde F. Sealey, Bureau of Health Services

Firefighter Timothy G. Lockwood, Engine Co. 275

Firefighter Edward F. Reilly, Jr., Ladder Co. 160

Firefighter John F. McNamara, Engine Co. 234

Lieutenant Thomas G. Roberts, Ladder Co. 40

Captain Kevin J. Cassidy, Engine Co. 320

Firefighter Joan R. Daley, Engine Co. 63

Firefighter Richard A. Manetta, Ladder Co. 156

Lieutenant Peter J. Farrenkopf, Marine Co. 6

Battalion Chief John J. Vaughan, Battalion Co. 3

Firefighter Robert A. Ford, Engine Co. 284

Paramedic Carene A. Brown, EMS Bureau of Training

Firefighter James J. Ryan, Ladder Co. 167

Lieutenant Robert M. Hess, Ladder Co. 76

EMT Freddie Rosario, EMS Station 4

Lieutenant Harry Wanamaker, Jr., Marine Co. 1

Supv. Commun. Electrician Philip J. Berger, Outside Plant Operations

Firefighter Vincent J. Albanese, Ladder Co. 38

Firefighter John P. Sullivan, Jr., Ladder Co. 34

Firefighter Roy W. Chelsen, Engine Co. 28

Firefighter John F. O’Neill, Ladder Co. 52

Lieutenant Randy J. Wiebicke, Ladder Co. 1

Firefighter Brian C. Malloy, Ladder Co. 80

Lieutenant John A. Garcia, Ladder Co. 5

Firefighter Anthony J. Nuccio, Ladder Co. 175

Fire Marshal Steven C. Mosiello, Chief of Department’s Office

Firefighter Carl Capobianco, Ladder Co. 87

Remembrance of 9|11, The First-due; Honor, Courage, Duty and Fortitude

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FDNY 343

Remembrance: Honor, Courage, Duty, Fortitude

FDNY: 343 Firefighters | NYPD: 23 Officers | PAPD: 37 Officers

Remembrance: FDNY and Buffalo(NY) Double LODD from Floor Collapse

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Dangers of Floor Collapse

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)

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)

The Structure, (pre-fire conditions)

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 Adobe PDF file

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)

    Fire and Rescue Operations

     

Front of structure
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.

floor collapse from inside the building
Photo 6. Interior view of deli following partial floor
collapse and recovery operations.
(Photo courtesy of police photographer. From NIOSH REPORT)
basement storage basement storage
Photo 7 . Views of materials stored within basement.
(Photos courtesy of police photographer. From NIOSH REPORT)

 

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;

 

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 Adobe PDF file

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:

  1. the firefighters with their protective equipment and tools,
  2. the hose-line brought into the fire building, and
  3. 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.

location of victims
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.

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Chicago Fire Fighters Battle 3 Alarm Apartment Fire on the City’s North Side

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Laura Thome Photo

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.

 

View more videos at: http://www.nbcchicago.com.

 

 

ALSO: Earlier Fire sends several firefighters in for Heat Exhaustion; HERE