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Texas Captain; 2010 LODD Report Issued with Lessons Learned

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Captain Thomas Araguz III

 

Captain Araguz, a 30 year old, 11-year veteran of the Wharton Volunteer Fire Department made Captain in 2009. He lost his life while battling a multiple alarm fire a the Maxim Egg Farm located at 3307 FM 442, Boling, Texas on July 3, 2010.  The Texas State Fire Marshal’s Office issued the Fire Fighter Fatality Investigation Report, SFMO Case Number FY10-01 that provides a detailed examination of the incident, operations and yeilds findings and recommendations. A full version of the report is available at the Texas SFMO web site HERE.

 On July 3, 2010, Wharton Volunteer Fire Department Captain Thomas Araguz III was fatally injured during firefighting operations at an egg production and processing facility. At 9:41 PM, Wharton County Sheriff’s Office 911 received a report of a fire at the Maxim Egg Farm located at 3307 FM 442, Boling, Texas. Boling Volunteer Fire Department and the Wharton Volunteer Fire Department responded first, arriving approximately 12 minutes after dispatch. Eventually, more than 30 departments with 100 apparatus and more than 150 personnel responded. Some departments came as far as 60 miles to assist in fighting the fire.

Aerial View

 

The fire involved the egg processing building, including the storage areas holding stacked pallets of foam, plastic, and cardboard egg cartons and boxes. It was a large windowless, limited access structure with large open areas totaling over 58,000 square feet. A mixed construction, it included a two-story business office, the egg processing plant, storage areas, coolers, and shipping docks. It was primarily metal frame construction with metal siding and roofing on a concrete slab foundation with some areas using wood framing for the roof structure.

Captain Araguz responded to the scene from the Wharton Fire Station, approximately 20 miles from the fire scene, arriving to the front, south side main entrance 20 minutes after dispatch. Captain Araguz, Captain Juan Cano, and Firefighter Paul Maldonado advanced a line through the main entrance and along the south, interior wall to doors leading to a storage area at the Southeast corner.

Maldonado fed hose at the entry door as Captains Araguz and Cano advanced through the processing room. Araguz and Cano became separated from the hose line and then each other. Captain Cano found an exterior wall and began kicking and hitting the wall as his air supply ran out. Firefighters cut through the exterior metal wall at the location of the knocking and pulled him out. Several attempts were made to locate Captain Araguz including entering the building through the hole and cutting an additional hole in the exterior wall where Cano believed Araguz was located. Fire conditions eventually drove the rescuers back and defensive firefighting operations were initiated.

Captain Cano was transported to the Gulf Coast Medical Center where he was treated and released. Captain Araguz was recovered at 7:40 AM, the following morning. Initially transported by ambulance to the Wharton Funeral Home then taken to the Travis County Medical Examiner’s Office in Austin, Texas for a post-mortem examination.

Site Plan of Building Complex

Building Structure and Systems

The fire incident building was located on the property of Maxim Egg Farm, located within an unincorporated area of Wharton County. The 911 address is 580 Maxim Drive, Boling, Texas 77420.

Wharton County has no adopted fire codes, or model construction codes, and no designated Fire Marshal on staff that conducts fire safety inspections within their jurisdiction.

National Fire Protection Association (NFPA) Standard 101, Life Safety Code, 2009 Edition, is adopted by the State Fire Marshal’s Office, and is the applicable standard for fire and life safety inspections in the absence of an adopted fire code within unincorporated areas of a county by an applicable authority. All references regarding evaluation of the incident building in relation to minimum life safety requirements are based on NFPA 101, Life Safety Code, 2009 Edition.

Maxim Farm property includes 23 chicken coops known as layer barns that average 300 feet long and 50 feet wide holding between 15,000 to 25,000 chickens each. These layer barns inter-connect to a central processing building by a series of enclosed conveyor belts transporting over one million eggs daily.

  • The property includes integrated feed silos, water tanks, and waste management facilities. Additional areas on the property include equipment barns, shipping offices, loading docks, coolers, storage areas, and business offices.

 Overall Building Description

The main processing structure was an irregularly shaped mixed construction of metal, concrete block, and wood framing on a concrete slab foundation with approximately 58,000 square feet of space. Three dry-storage rooms connected by a wide hallway lined the east side of the plant. A concrete block (CMU) wall separated the egg processing area from the East Hallway and storage rooms. Coolers were located north of the processing room with the loading docks along the west side of the structure. The loading docks were accessible from the processing room, Cooler 3, and Cooler 2. Cooler 1 was located at the north end of Dry Storage 2. A two-story building housing the business office was attached to the main processing plant at the southwest corner.

Construction Features

The building construction was classified as an NFPA 220, Type II-000 construction with an occupancy classification by the Life Safety Code as Industrial with sub-classification as special-purpose use. The Life Safety Code imposes no minimum construction requirements for this type of occupancy.

The predominant use of the building was to process and package fresh eggs for shipment after arriving by automated conveyor directly from a laying house adjacent to the building. The general floor plan of the building consisted of a large egg processing room, with surrounding areas used for storage of packing materials and two large drive-in coolers for holding packaged eggs prior to shipping.

Building construction consisted of a combination of steel and wood framing with a sheet metal exterior siding and roofing over a low-pitch roof on a concrete slab foundation. Structural elements within the interior of the building were exposed and unprotected with no fire-resistance rated materials applied. The load bearing structural elements consisted of steel beams, and steel pipe columns, with steel open web trusses supporting the roof structure.

  • Wood components were also used as part of the load bearing elements and wall framing.
  • Perimeter walls of the cooler compartments were constructed of concrete masonry units (CMU).
  • The building was not separated between other areas of use by fire-resistance rated assemblies.
  • Ancillary facilities located within the building used for administrative offices and other incidental spaces were constructed of wood framing with a gypsum wallboard finish.

Detailed Construction Features

The front of the structure faced to the south where the main entrance to the processing room and business offices was located approximately 4 feet above the parking lot grade level and accessed by a series of steps. The business office was a two-story wood frame construction with a vinyl exterior siding under a metal roof on a concrete slab foundation. Additional separate, single-story, wood frame structures with offices located to the west of the main business office connected by covered walkways.

Processing Room

The egg processing room was 141 feet along the east and west walls and approximately 100 feet along the north and south walls. The processing room received the eggs transported from the layer barns on the conveyer belt system. The room contained the processing equipment and conveyor systems where eggs were cleaned, graded, packaged and moved to large coolers to await shipment. The construction of the processing room was sheet metal panels embedded into the concrete slab foundation supported by 8-inch wide metal studs. Sheet metal panels lined the exterior and interior sides of the south and west walls with fiberglass insulation sandwiched between.

Main Processing Area

The north wall separated the processing room from Cooler 3 and consisted mainly of interlocking insulated metal panels embedded into the slab locked at the top in metal channels. Their interior surface was polyurethane laminate.

The east wall was mainly of concrete block (CMU) construction. A USDA office and a mechanics room were accessed through doors in the east wall of the processing room. The northeast corner of the processing room extended into the north end of the east hallway, forming an 18 feet by 18 feet area with wood frame construction on a concrete stem wall with fiber cement board (Hardy board) and metal panel siding. A 6-feet wide opening between the processing and dry-storage areas with a vinyl strip door allowed unrestricted access.

Along the south wall of the processing room, a walkway between the processing equipment and exterior wall led to swinging double doors at the southeast corner to enter into Dry Storage 3. Conveyors carried the eggs from the north and south layer barns through openings in the walls of the extension of the processing room. The conveyors from the north and south layer barns entered the building suspended overhead. As the conveyors approached the entrance to the main processing room, they gradually descended to 3.5 feet above floor level and were supported by metal brackets attached to the floor. Electric drive motors attached to the conveyors at several points along their lengths to power their movement.

The roof consisted of steel columns and girders with metal panel roofing attached to metal purlins supported by steel rafters. Wire mesh supported fiberglass insulation under the roof deck. The roof gable was oriented north to south.

 

Dry Storage

The plant included three dry-storage rooms along the eastern side of the building connected by an east hallway. Dry Storage 1 and Dry Storage 2 were located in the northeast corner of the plant under a common sloping metal roof. The dry-storage rooms held pallets of containers including polystyrene egg crates, foam egg cartons, pulp egg cartons, and cardboard boxes.

 

Dry Storage 1 was approximately 123 feet long and 50 feet wide and was 4 feet below the grade of the rest of the plant. It was added to the east side of Dry Storage 2 in 2008. Dry Storage 1 was a concrete slab and 4-feet high concrete half wall topped with wood framing and metal siding. The metal roof sloped from 11 feet high above the west side to 10 feet high above the east wall. The roof attached to 2 inch x 8 inch wood joists supported by two rows of steel support columns and steel girders. The two rows of seven columns were oriented in a north-south direction.

A concrete ramp at the south end facilitated access to the East Hallway and Dry Storage 2 and the main level of the processing room. A concrete ramp at the northeast corner of Dry Storage 1 provided access to the rear loading dock. The rear dock was secured on the interior at the top of the ramp by a wood frame and metal double door with a wooden cross member and a chain and padlock. An additional wood frame and screened double door secured on the interior.

The conveyor belt from the north layer barns ran the length of the west side of Dry Storage 1 where it turned to the west, crossing Dry Storage 2 and the East Hallway into the main processing room.

Dry Storage 1 contained 29 rows of pallets, seven to eight pallets deep, of mainly Styrofoam egg crates stacked between 7 and 10 feet high, depending on their location. Corridors between the rows were maintained to provide access to the pallets with an electric forklift. Fluorescent light fixtures attached to the wood rafters in rows north to south with their conductors in PVC conduit. Skylights spaced evenly above the west side allowed for natural light. Pallets of stock material were single stacked below the locations of the light fixtures to keep clearance and prevent damage.

Dry Storage 2, located west of and 4 feet above Dry Storage 1, stored pallets of flattened cardboard box stock. The room was approximately 81 feet long and 40 feet wide. The south wall was the processing room extension and was approximately 25 feet long. The east side of the room was open to Dry Storage 1 with 4 inch x 4 inch unprotected wood studs spaced unevenly from 4 feet to 9 feet, supporting the metal roof. The west wall was CMU construction and was the exterior wall of Cooler 3. The metal roof sloped from the top of the west wall approximately 12 feet high to approximately 11 feet above the east side.

The room was accessed from the south end at the top of the ramp leading down into Dry Storage 1. Pallets of folded cardboard boxes were stacked along the entire length of the west wall extending 16 to 20 feet to the east. The rows of pallets were without spacing for corridors. One row of six fluorescent light fixtures attached to wood rafters near the north-south centerline.

The East Hallway was approximately 118 feet long and 37 feet wide running along the length of the east side of the processing room. The East Hallway connected Dry Storages 1 and 2 with Dry Storage 3 by a corridor at the south end. The East Hallway allowed access between the storage room areas and into utility rooms including the Boiler Room at the north end and a mechanics room and small utility closet. Pallets of polystyrene egg crates were stored along the east wall in rows of three pallets each. Seven pallets of polystyrene egg crates were stored along the conveyors.

The west wall was concrete block construction (CMU) until it connected to the extension of the processing area constructed of wood frame covered by Hardy board and sheet metal. The east wall was sheet metal embedded in the concrete slab supported by 2 inch x 4 inch wood studs with Hardy board interior. The metal roof sloped from a height at 12 feet at the west wall to 10 feet high at the east wall, supported by 4 inch x 6 inch wood columns and 2 inch x 8 inch wood joists.

Two conveyors entered the south end of the east hallway from Dry Storage 3. The conveyors ran parallel for approximately 80 feet along the west wall and entered the processing room through openings in the extension at the north end of the east hallway. They were 6 feet from the west wall and gradually descended from a height of 9 feet at the south end to 3.5 feet at the north. Each conveyor was 31 inches wide and combined was approximately 7 feet wide. Two compressor machines and a pressure washer were located along the west wall near the south end.

The Boiler Room, located at the northeast corner of the East Hall, housed two propane fired boilers, a water treatment system and two vacuum pumps. It was wood frame construction with metal siding under a metal roof on a combination concrete slab and concrete pier and wood beam foundation. A small utility room with service panels was constructed of concrete block on a concrete slab under a metal roof and was also located along the west wall of the East Hallway. An approximately 10 feet wide corridor connected the East Hallway to Dry Storage 3.

Dry Storage 3 extended south from the main processing room and East Hallway to the south dock area where tractor-trailers parked to unload the pallets of supplies. Two parallel conveyors suspended 9 feet overhead from the roof extended along the length of the east wall where it passed through the south wall toward the south layer houses.

The plant’s main power conductors entered the west wall of Dry Storage 3 from load centers and transformers mounted to the slab outside approximately 15 feet south of the main processing room exterior wall. Stacks of wood pallets were stored in Dry Storage 3. Corridors wide enough for forklifts provided access to the south cargo dock area.

Fire Ground Operations and Tactics

Note: The following sequence of events was developed from radio transmissions and firefighter witness statements. Those events with known times are identified. Events without known times are approximated in the sequence of the events based on firefighter statements regarding their actions and/or observations. A detailed timeline of radio transmissions is included in the appendix.

On July 3, 2010, at 21:41:10, Wharton County Sheriff’s Office 911 received a report of a fire at the Maxim Egg Farm located on County Road 442, south of the city of Boling, Texas. The caller, immediately transferred to the Wharton Police Department Dispatch, advised there was a “big fire” in the warehouse where egg cartons were stored. Boling Volunteer Fire Department was dispatched and immediately requested aid from the Wharton Volunteer Fire Department. Wharton VFD became Command as is the usual practice for this county.

Wharton Assistant Chief Stewart (1102) was returning to the station having been out on a response to a vehicle accident assisting the Boling Volunteer Fire Department when the call came in for the fire. He responded immediately and at 21:50 reported seeing “heavy fire” coming from the roof at the northeast corner of the building as he approached the plant from the east on County Road 442. When he arrived he was eventually directed to the east side of the building (D side) to the rear loading dock. Asst. Chief Stewart worked for several minutes with facility employees to gain access to the fire building before being led to the northeast loading dock.

An employee directed him on the narrow caliche drive behind the layer barns and between the waste ponds to the loading dock. Wharton Engine 1134 followed 1102 to the east side and backed into the drive leading to the loading dock. Asst. Chief Stewart’s immediate actions included assessing the extent of the fire on the interior of the building by looking through the doors at the loading dock to Dry Storage 1. Unable to see the fire through the smoke at the doors of the loading dock, an attack was eventually accomplished by removing a metal panel from the east exterior wall of Dry Storage 1 and using one 1¾”-inch cross lay. After a few minutes, the deck gun on Engine 1134 was utilized, directing water to the roof above the seat of the fire near the south end of Dry Storage 1.

Water supply became an immediate concern and 1102 made efforts to get resources for resupply. Requests for mutual aid to provide water tankers were made to area communities. During the incident, re-supplying tankers included a gravity re-fill from the on-site water supply storage tanks and from fire hydrants in the City of Boling, 3 miles from the scene and the City of Wharton, nearly 11 miles. The City of Boling water tower was nearly emptied during the incident.

The radio recording indicates there were difficulties accessing the location of the fire as apparatus were led around the complex by multiple employees. Heavy rains during the previous week left many roadways muddy and partially covered with water, which added to problems with apparatus access. In addition, fire crews were not familiar with the layout of the facility and there are no records of pre-fire plans. Asst. Chief Stewart worked for several minutes with facility employees to gain access to the fire building before being led to the northeast loading dock.

Wharton Fire Chief Bobby Barnett (1101) arrived on scene at 21:56:14, and ordered incoming apparatus to stage until he could establish an area of operations at the front, south side of the plant (A side). Chief Barnett directed Engine 1130 to position approximately 50 feet from the front main entrance of the plant. At 22:09:16, Chief Barnett (1101) established a command post on A side and became the Incident Commander; 1101 directed radio communications for the fireground to be TAC 2 and called for mutual aid from the Hungerford and El Campo Fire Departments. Chief Barnett described the conditions on side A as smoky with no fire showing. Light winds were from the east, side D, pushing the smoke toward the area of the processing room, and the front, side A, of the building.

Maxim Egg Farm Manager David Copeland, a former Wharton VFD Chief, advised Command and firefighters that the fire was in the area of the Boiler Room and should be accessed by breaching an exterior wall in the employee break area. Chief Barnett ordered Wharton crews to the breach attempt. Captain Thomas Araguz III, Captain John Cano and Firefighter Paul Maldonado were involved with this operation. The crews working in this area were in full structural personnel protective clothing and SCBA.

At 22:10, Command ordered Engine 1130 and Tanker 1160 to set up at the front entrance using Tanker 1160 for portable dump tank operations for water re-supply.

On D side, difficulty accessing the fire from the exterior of the building was reported by Asst. Chief Stewart and the crews. Heavy doors, locked loading dock doors and steel exterior paneling, required the crews to spend extra time forcing entry.

At 22:17:23, Wharton County Chief Deputy Bill Copeland (3122), once a Wharton FD volunteer firefighter, notified Command that the fire was now through the roof over Dry Storage 1.

Chief Barnett noticed smoke conditions improving at the main plant doorway and ordered crews to advance lines into the processor room. Chief Barnett stated he assigned Captain Araguz, Captain Cano and Firefighter Maldonado because they were the most experienced and senior crews available.

Positive Pressure Ventilation (PPV) was in place at the main entry door when Captain Cano, Captain Araguz and Firefighter Maldonado entered the structure into the processing room. There are no radio transmissions to verify exact entry times.

Captain Cano stated that an employee had to assist fire crews with entry into the main plant through a door with keypad access. Captain Cano reported the door to processing was held open by a three-ring binder that he jammed under the door after entry. Cano stated there was low visibility and moderate heat overhead. Captain Cano and Captain Araguz made entry on a right-hand wall working their way around numerous obstacles. The line was not yet charged and they returned to the doorway and waited for water. Wharton Engine 1130’s driver reported in his interview that he had difficulty establishing a draft from the portable tank later determined to be a linkage failure on the priming pump. 1160 connected directly to 1130 and drafted from the folding tank.

As the crew entered into the structure through the main entry door, several plant employees began entering into the administration offices through the area of the main entry door to remove files and records. This was reported to Command at 22:23 and after several minutes Chief Barnett ordered employees to stay out of the building and requested assistance from the Sheriff’s Office to maintain scene security.

At 22:31, once the line was charged, the two captains continued into the processor on the right wall leaving Maldonado at the doorway to feed hose. Captain Cano was first with the nozzle and described making it 20 feet into the building.

Cano states in his interview that he advised Command over the radio that there was high heat and low visibility, although the transmission is not recorded. Cano also reported in his interview, he could not walk through the area and had to use a modified duck walk. Cano projected short streams of water towards the ceiling in a “penciling” motion and noted no change in heat or smoke conditions. They advanced until the heat became too great and they retreated towards the center of the processor. Cano stated that they discussed their next tactic and decided to try a left-handed advance.

At 22:33, Chief Barnett advised, “advancing hose streams in main building to try to block it.”

Captain Araguz took the nozzle and Captain Cano advanced with him holding onto Araguz’ bunker gear. The crew advanced along the south wall of the processing room toward the double doors to Dry Storage 3 and lost contact with the hose line.

The investigation found the couplings between the first and second sections of the hose lodged against a threaded floor anchor (see photo) preventing further advancement of the line. How the team lost the hose line remains uncertain.

Captain Cano stated in his interview that Captain Araguz told him to call a Mayday. Captain Cano stated that he was at first confused by the request, but after some time it became apparent they lost the hose line. Captain Cano reported calling Mayday on the radio but never received a reply. Captain Cano now believes he may have inadvertently switched channels at his previous transmission reporting interior conditions. Captain Araguz had a radio but it was too damaged to determine operability. There are no recorded transmissions from Captain Araguz.

At 22:37, Deputy Chief Copeland advised Command that the fire had breached a brick wall and was entering the main packing plant. Command responded that there was a hose team inside.

At 22:42:50, Command radioed “Command to hose team 1, Cano.” This was the first of several attempts to contact Captain Cano and Captain Araguz. At 22:47:17, Command ordered Engine 1130 to sound the evacuation horn. At 22:50:44, Command announced Mayday over the radio, stating “unlocated fireman in the building.”

  • Captain Cano stated in his interview that they made several large circles in an attempt to locate the fire hose.
  • Cano became entangled in wiring, requiring him to doff his SCBA.
  • After re-donning his SCBA, Captain Cano noted he lost his radio, but found a flash light. He remembered that his low air warning was sounding as he and Araguz searched for the hose. Cano stated that they made it to an exterior wall and decided to attempt to breach the wall. Working in near zero visibility,
  • Captain Cano reported losing contact with Captain Araguz while working on breaching the wall.
  • Shortly after he lost contact, Captain Cano ran out of air and removed his mask. Captain Cano continued working to breach the exterior wall until he was exhausted.

At 22:54, crews working on the exterior of the building near the employee break area reported hearing tapping on the wall in the area of the employee break room.

  • Crews mustered tools and began to cut additional holes through the building exterior.
  • After making two openings, Captain Cano was located and removed from the building.
  • Captain Cano reported that Captain Araguz was approximately 15 feet inside of the building ahead of him.
  • Firefighters made entry through the exterior hole but were unsuccessful in locating Captain Araguz. Cano was escorted to the folding water tank and got into the tank to cool down.

Rapid Intervention Crews (RIC) were established using mutual aid members from the Hungerford and El Campo Fire Departments. The first entry made was at the main entry door where Firefighter Maldonado was located. Maldonado was relieved and escorted to the ambulance for rehab. An evacuation horn sounded and the first RIC abandoned the interior search and exited the building.

A rescue entry by a second RIC was through the breached wall of Dry Storage 3. After several minutes inside, the evacuation signal sounded due to the rapidly spreading fire and deteriorating conditions. Two additional RICs entered the structure through the loading dock doors of Dry Storage 3. Chief Barnett states that there were a total of four RICs that made entry after the Mayday. After approximately 45 minutes, all rescue attempts ceased.

As the fire extended south toward Dry Storage 3, smoke conditions became so debilitating that Chief Barnett ordered all crews staged near the front of the building on side A to move back and apparatus to relocate. Command assigned Chief Hafer of the Richmond Fire Department to “A” side operations and defensive operations were established. Captain Cano and Firefighter Maldonado were transported to Gulf Coast Medical Center and treated for smoke inhalation.

Fire ground operations continued through the night. Captain Araguz was recovered at approximately

07:40 AM. Command transferred to the Richmond Fire Department Chief Hafer at approximately

07:56 AM as 1101 and the Wharton units escorted Captain Araguz from the scene. All Wharton units cleared the scene at 08:02 AM.

Captain Araguz was transported to the Travis County Medical Examiner’s Office for autopsy. The Travis County Medical Examiner’s Office performed post mortem examinations on July 4, 2010. Captain Araguz died from thermal injuries and smoke inhalation.

Findings and Recommendations

  • Recommendations are based upon nationally recognized consensus standards and safety practices for the fire service.
  •  
  • All fire department personnel should know and understand nationally recognized consensus standards, and all fire departments should create and maintain SOGs and SOPs to ensure effective, efficient, and safe firefighting operations.

There were several factors that, when combined, may have contributed to the death of Captain Araguz. It is important that we honor him by learning from the incident.

  • Water supply became an immediate concern.
  • Although there are two water storage tanks on the facility with the combined capacity of nearly 44,000 gallons, refilling operations to tankers were slow, accomplished by gravity fill through a 5-inch connection.
  • A fire department connection attached to the plant’s main water supply pump and plant personnel familiar with the system could have sped up the refilling process at the plant.
  • Most tankers were sent to hydrants in the City of Boling 3 miles away, which in turn quickly depleted the city water supply.
  • Other tanker refilling was accomplished at hydrants on the City of Wharton water system, as far as 15 miles away.

Fire protection systems are not required by National Fire Protection Association (NFPA) Standard 101, Life Safety Code, 2009 Edition for this classification of facility. Fire sprinkler and smoke control systems may have contained the fire to one area, preventing the spread of fire throughout the plant.

Findings and recommendations from this investigation include:

 

FINDING 1:

There were no lives to save in the building. An inadequate water supply, lack of fire protection systems in the structure to assist in controlling the spread of the smoke and fire, and the heavy fire near the windward side facilitated smoke and fire spread further into the interior and toward “A” side operations. Along with the size of the building, the large fuel load, and the time period from fire discovery, interior firefighters were at increased risk.

Recommendation: Fire departments should develop Standard Operating Guidelines and conduct training involving risk management and risk benefit analysis during an incident according to Incident Management principles required by NFPA 1500 and 1561.

The concept of risk management shall be utilized on the basis of the following principles:

(a)  Activities that present a significant risk to the safety of personnel shall be limited to situations where there is a potential to save endangered lives

(b) Activities that are routinely employed to protect property shall be recognized as inherent risks to the safety of personnel, and actions shall be taken to reduce or avoid these risks.

(c) No risk to the safety of personnel shall be acceptable where there is no possibility to save lives or property.

(d) In situations where the risk to fire department members is excessive, activities shall be limited to defensive operations. NFPA 1500 Chapter 8, 8.3.2

NFPA 1500 ‘Standard on Fire Department Occupational Safety and Health Program’, 2007 ed., and NFPA 1561’Standard on Emergency Services Incident Management System’, 2008 ed. Texas Commission on Fire Protection Standards Manual, Chapter 435, Section 435.15

(b)  The Standard operating procedure shall:

(1) Specify an adequate number of personnel to safely conduct emergency scene operations;

(2) limit operations to those that can be safely performed by personnel at the scene;

FINDING 2:

Initial crews failed to perform a 360-degree scene size-up and did not secure the utilities before operations began.

Recommendation: Fire departments should develop Standard Operating Guidelines that require crews to perform a complete scene size-up before beginning operations. A thorough size up will provide a good base for deciding tactics and operations. It provides the IC and on-scene personnel with a general understanding of fire conditions, building construction, and other special considerations such as weather, utilities, and exposures. Without a complete and accurate scene size-up, departments will have difficulty coordinating firefighting efforts.

Fireground Support Operations 1st Edition, IFSTA, Chapter 10 Fundamentals of Firefighting Skills,

NFPA/IAFC, 2004, Chapter 2  

FINDING 3

The Incident Commander failed to maintain an adequate span of control for the type of incident. Safety, personnel accountability, staging of resources, and firefighting operations require additional supervision for the scope of incident. Radio recordings and interview statements indicate the IC performing several functions including: Command, Safety, Staging, Division A Operations, Interior Operations and Scene Security.

Recommendation: Incident Commanders should maintain an appropriate span of control and assign additional personnel to the command structure as needed. Supervisors must be able to adequately supervise and control their subordinates, as well as communicate with and manage all resources under their supervision. In ICS, the span of control of any individual with incident management supervisory responsibility should range from three to seven subordinates, with five being optimal. The type of incident, nature of the tasks, hazards and safety factors, and distances between personnel and resources all influence span-of-control considerations.

U.S. Department of Homeland Security – Federal Emergency Management Agency Incident Command Systems http://www.fema.gov/emergency/nims/ICSpopup.htm#item5 NFPA 1500 Standard on Fire Department Occupational Safety and Health Program, Chapter 8, 2007 ed.

 

FINDING 4

The interior fire team advanced into the building prior to the establishment of a rapid intervention crew (RIC).

Recommendation: Fire Departments should develop written procedures that comply with the Occupational Safety and Health Administration’s Final Rule, 29 CFR Section 1910.134 (g) (4) requiring at least two fire protection personnel to remain located outside the IDLH (Immediate Danger to Life or Health) atmosphere to perform rescue of the fire protection personnel inside the IDLH atmosphere. One of the outside fire protection personnel must actively monitor the status of the inside fire protection personnel and not be assigned other duties. NFPA 1500 8.8.7 At least one dedicated RIC shall be standing by with equipment to provide for the rescue of members that are performing special operations or for members that are in positions that present an immediate danger of injury in the event of equipment failure or collapse.

U.S. Occupational Safety and Health Administration Respiratory Protection Standard, CFR 1910.134 (g) (4); Texas Commission on Fire Protection Standards §435.17 – Procedures for Interior Structure Fire Fighting (2-in/2-out rule) NFPA 1500 Standard on Fire Department Occupational Safety and Health Program, Chapter 8, 2007 ed. NFPA 1720 Standard on Organization and Deployment Fire Suppression Operations by Volunteer Fire Departments, 2004 ed.  

FINDING 5

The interior team and Incident Commander did not verify the correct operation of communications equipment before entering the IDLH atmosphere and subsequently did not maintain communications between the interior crew and Command. Although Chief Barnett stated he communicated with Captain Cano, there was no contact with Captain Araguz.

Recommendation: Fire Departments should develop written policies requiring the verification of the correct operations of communications equipment of each firefighter before crews enter an IDLH atmosphere. Fire Departments should also include training for their members on the operation of communications equipment in zero visibility conditions.

U.S. Occupational Safety and Health Administration Respiratory Protection Standard, CFR 1910.134(g)(3)(ii) NFPA 1500 Standard on Fire Department Occupational Safety and Health Program, Chapter 8, 2007 ed.

 

FINDING 6

The interior operating crew did not practice effective air management techniques for the size and complexity of the structure. Interviews indicate the crew expended breathing air while attempting to breach an exterior wall for approximately 10 minutes, then advanced a hose line into a 15,000 square feet room without monitoring their air supply. During interviews Captain Cano estimated his consumption limit at 15 – 20 minutes on a 45 minute SCBA.

Recommendation: Crews operating in IDLH atmospheres must monitor their air consumption rates and allot for sufficient evacuation time. Known as the point of no return, it is that time at which the remaining operation time of the SCBA is equal to the time necessary to return safely to a non-hazardous atmosphere. The three basic elements to effective air management are:

  • Know your point of no return (beyond 50 percent of the air supply of the team member with the lowest gauge reading).
  • Know how much air you have at all times.
  • Make a conscious decision to stay or leave when your air is down to 50 percent.

IFSTA [2008]. Essentials of Fire Fighting and Fire Department Operations, 5th ed., Chapter 5, Air Management, page 189 Fundamentals of Firefighter Skills, 2nd edition, NFPA and International Association of Fire Chiefs, Chapter 17, Fire Fighter Survival.

 

Finding 7

Captains Araguz and Cano became separated from their hoseline. While it is unclear as to the reason they became separated from the hose line, interviews with Captain Cano indicate that while he was finding an exterior wall and took actions to alert the exterior by banging and kicking the wall, he lost contact with Captain Araguz.

**Captain Cano credits his survival to the actions he learned from recent Mayday, Firefighter Safety training.

Recommendation: Maintaining contact with the hose line is critical. Losing contact with the hose line meant leaving the only lifeline and pathway to safety. Team integrity provides an increased chance for survival. All firefighters should become familiar with and receive training on techniques for survival and self-rescue.

United States Fire Administration’s National Fire Academy training course “Firefighter Safety: Calling the Mayday” Fundamentals of Firefighter Skills, 2nd edition, NFPA and International Association of Fire Chiefs, Chapter 17, Fire Fighter Survival.

Additional References Related to Surviving the Mayday and RIT operations from 2011 Safety Week at CommandSafety.com;

Day One: Fire/EMS Safety, Health & Survival Week 2011: Day One- Are You Ready?

Day Two: Fire/EMS Safety, Health and Survival Week: Day Two- Building Knowledge = Fire Fighter Safety

Day Three: Fire/EMS Safety, Health and Survival Week: Day Three-The New Rules of Engagement

Day Four: Fire/EMS Safety, Health and Survival Week: Day Four -The New Fire Ground

Day Five: Fire/EMS Safety, Health and Survival Week 2011: Day Five: Near-Misses, Maydays and Floor Collapses

Day Six: Fire/EMS Safety, Health and Survival Week 2011, Day Six; From Waldbaum’s to Hackensack-Worcester to Charleston; Legacies for Operational Safety

Day Seven: Fire/EMS Safety, Health and Survival Week 2011, Day Seven; Fire Fighter, Fire Officer and Command Training and Preparedness

Day Eight Plus One: Mayday and Rapid Intervention Realities: The Phoenix Perspective

188 Days of Opportunity to make a Difference: Surviving the Fire Ground

Other Links:

Don’t Count on Mutual Aid: “Let it Burn”

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From the Grand Rapids Press Series

Interesting discussions and dialog coming from the Grand Rapids Press and a series of articles on fire service delivery , capabilities, ratings and finances. The Series was written by Jim Harger a reporter for the Grand Rapids Press. An examination and comparison of staffing levels, training, service delivery and budgets was presented. Budget issues, efficiencies and operations seem to be the issues.

The SERIES on mlive.com/grand-rapids:

SUNDAY: Who’s in your fire department? Some communities have full-time firefighters on duty around the clock, while others rely on paid-on-call volunteers.

MONDAY: What does the future hold? Grand Rapids is looking at new methods and mergers with neighbors as it prepares to cut $3 million a year in costs.

TUESDAY: How safe is your neighborhood? We list the insurance industry ratings for each of the 50 Kent and Ottawa county fire departments.

An excerpt from the Grand Rapids Press, accessed (HERE) on June 2, 2011;

City Manager Greg Sundstrom said he’s getting tired of having his firefighters put out fires in the neighboring suburb of Grand Rapids Township.“Just know that if you buy a house in Grand Rapids Township and it starts on fire, say goodbye. That’s how it is,” said Sundstrom in remarks to city commissioners Tuesday.

Sundstrom was commenting in the wake of a Grand Rapids Press series that highlighted the differences between urban, suburban and rural fire departments. The series highlighted a May 5 Grand Rapids Township house fire in which Grand Rapids firefighters were called to assist.

Then there’s another quote from the City Manager on another issue HERE and a grant issue HERE

Faced with making cuts in the city’s 203-person fire department’s $29 million budget, Sundstrom said he resents being lectured by township officials about the examples they set of fiscal prudence.

What makes this such an intriguing series and article is the follow-up that the has the Grand Rapids city manager lashing out over the fire department being called to help neighboring township. (HERE).

Manager Greg Sundstrom said he doesn't need lectures from neighboring communities. Grand Rapids Press File PhotoCity

 
 
Direct Links to the Series below;
 
 
How does your township fire department rate? See our map with safety ratings
 
Here’s a link to the city manager’s reaction:
 
 
This story also surfaced during the newspaper’s  investigation:
 
 
One has to wonder if the right people have read any of the following reports, studies or publications or if they have the “right stuff”on their radar screens…(see Commandsafety.com HERE;
 

Combat Ready and the Fire Service Warrior on Taking it to the Streets

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Taking it to the Streets with Christopher Naum

Join in on Tuesday May 17th at 9pm ET for another special and exciting program continuing our series discussion on the Emerging Tactical Renaissance in the Fire Service.

Taking it to the StreetsTM, radio program hosted by highly regarded national instructor, author, lecturer and fire officer Christopher Naum, continues to provide provocative insights and dynamic discussions with leading national fire service leaders and guests on important issues affecting the American Fire Service with applications internationally within the tradition and brotherhood of the Fire Service.
This edition of Taking it to the StreetsTM the program is all about being COMBAT READY and THE FIRE SERVICE WARRIOR
Joining the program will be special guest, Christopher Brennan the author of The Combat Position: Achieving Firefighter Readiness, published by PennWell Books and the author of the notable blogsite, The Fire Service Warrior.

Christopher Brennan

Christopher Brennan is a firefighter in the suburbs outside Chicago; a field instructor for the Illinois Fire Service Institute; and a consultant for local, state, and federal agencies.

He joined the fire service in 1997 as a paid-on-call member of the Calumet Park (IL) Fire Department.

During his career, Chris has worked for the Calumet Park Fire Department, part-time for the Darien-Woodridge (IL) Fire Protection District, and as a career firefighter and engineer with the Harvey (IL) Fire Department.Chris is an active instructor teaching for the Illinois Fire Service Institute, has taught terrorism response training overseas, and has been an instructor for FDIC.

He is a member of the International Association of Fire Fighters, the International Society of Fire Service Instructors, and the Illinois Society of Fire Service Instructors.

He is also the author of numerous articles for fire service magazines, including Fire Engineering.

Join in on what is certainly going to be an insightful look and discussion of the path of the fire service warrior.

Discussions on what is meant by embracing the philosophy of the fire service warrior, and striving for the ready position—the synthesis of physical and mental readiness that allows for suggested optimum fireground performance— and its potential application towards reducing firefighter injuries and fatalities

We’ll further explore how as Christopher Brennan states; “Today’s firefighter must be a warrior who will unflinchingly put his very life in harm’s way to accomplish a mission, but who is also fully informed about the path being chosen”.

LINKS

  • Surviving on the Fireground: Chris Brennan Talks Situational Awareness at FDIC 2011, HERE
  • A Culture of Excellence – Christopher Brennan , HERE
  • The Fire Service Warrior Blog, HERE

The Combat Position

The Combat Position: Achieving Firefighter Readiness, PennWell Books, HERE

Firefighting is combat and should be viewed as a warrior’s calling.

Firefighters put themselves in harm’s way to protect others, a selflessness rooted in the same noble drive as the military warriors who defend our nation.

This book about combat is meant to be a guide for those who seek to follow a warrior’s path, the path of the fire service warrior.

Today’s firefighter must be a warrior who will unflinchingly put his very life in harm’s way to accomplish a mission, but who is also fully informed about the path being chosen.

Embracing the philosophy of the fire service warrior, and striving for the ready position—the synthesis of physical and mental readiness that allows for optimum fireground performance—can reduce firefighter injuries and fatalities.

The Combat Position: Achieving Firefighter Readiness will be an invaluable tool for firefighters, company officers, chief officers, and instructors.

 

Grab a cup of coffee and sit down for a special one hour program with Taking it to the Streets on FirefighterNetcast.com where we’ll be discussing developing concepts, methodologies and operational perspectives affecting today’s emerging and evolving fire ground operation with Christopher Naum and this emerging fire service leader.

Join in on the live open discussion with other fire service personnel from around the country.

Taking it to the StreetsTM is a monthly radio show featured on BlogTalk Radio and is hosted by nationally renowned fire service leader Christopher Naum, a 36-year fire service veteran and highly regarded national instructor, author, lecturer and fire officer and the distinguished leading national authority on building construction and fire ground operations. Taking it to the StreetsTM is a Buildingsonfire.com Series and FireFighternetcast.com Production, © 2011 All Rights Reserved

Check out the latest downloads of recent programs in the archives by visiting Taking it to the Street’s webpage on Firefighternetcast.com or for program insights at CommandSafety.com.

  • Tune in to the Program Tuesday evening May 17th at 9:00 pm ET, HERE
  • Firefighternetcast.com HERE
  • Taking it to the Streets Radio Programs, HERE and HERE
  • Buildingsonfire.com, HERE

Multiple Alarm Operations with Wind Driven Fire

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The five alarm fire that ran through a seven story multiple occupancy (MO) apartment building in the Flatbush Section in the Borough of Brooklyn (NYC) this weekend considerably challenged operating companies of the FDNY as the fire was fueled and spread in rapid success due to significant wind conditions compounded by news reports that a door to the fire compartment was left open, thus allowing the developing fire conditions to intensify and escalate due to the wind driven conditions that were impacting the building, the fire compartment and initial operating companies.     

Aerial View of the Apartment Building

The seven-story MO Apartment building at 346 East 29th Street is reported to have had 70 apartments and was located midway in the city block. Arriving companies reported a fire on the number four floor and quickly deployed handlines and initiated primary search and rescue and other tactical assignments.   

Street View

First-due operations, from the initial alarm assignment’s arrival, the transmission of size-up communications and the accurate and timely deployment of companies to task assignments is mission critical to an evolving incident.     

The introduction of other challenges such as confronted by FDNY at this alarm further magnify the importance of effective command risk assessment, building size-up, effective and efficient company assignments and deployments with adequate resources (staffing and companies) to intervene with the fire dynamics and growth of an initial developing room and contents to an extending and escalating structure fire.      

       

YouTube Preview Image       

   

Take a few minutes to listen to the radio transmissions on the audio file attached, paying particular attention to the exchange of dispatch communications, first-due size-up and actions, command transmissions and subsequent rapid transmittal of greater alarms, as fire ground operational conditions deteriorated due to the wind driven fire, fire extension, civilian’s in distress and rescue operations.   

Think about the way you would react, interface or address similar conditions and challenges at an alarm in your jurisdiction or department.   

  • Do you have the necessary skills and experience to address timely actions required of company and command officers at a wind drive fire incident?
    • Are you capable of addressing a large single family dwelling, or a large low rise MO apartment building? How about a townhouse or garden apartment complex building?
    • How familiar are you with strategic and tactical considerations wind drive fire incidents?
    • Are you aware of the recent research and operational factors and considerations coming out of emerging research from the NIST and UL?
    • How effective are your capabilities for operating at large scale multiple alarm incidents with your department’s resources, or with mutual aid or external agencies?
    • Have you trained and prepared to manage multiple alarm incidents?

      

Take some to time to gain some insights from this alarm; the communications and the challenges and make this a learning opportunity to gain some insights into wind drive fire theory and operational considerations.   

Here’s some mission critical links and references to make you a more effective and capable company and command officer.   

National Fire Academy On-Line Training Program   

Awareness of Command and Control Decision making at Multiple Alarm Incidents (Q297) 1.5 CEUs Enroll Now »  

This course is both a stand-alone course as well as the pre-course for the 6-day residential delivery of the National Fire Academy’s new Command and Control Decision Making at Multi-Alarm Incidents. Anyone interested in applying for the 6-day residential course must pass this pre-course with a score of 85 percent. The topics covered in this pre-course include: classical and naturalistic decision making, strategies for managing safety concerns at expanded emergency incidents, pre-incident preparation, resource allocation, effective use of on-site communications, set-up of an incident command post and post incident analysis.

NIST: Fire Fighting Tactics Under Wind Driven Fire Conditions: 7-Story Building Experiments. HERE  

 February 2008, a series of 14 experiments were conducted in a 7-story building to evaluate the ability of positive pressure ventilation fans, wind control devices and external water application with floor below nozzles to mitigate the hazards of a wind driven fire in a structure. Each of the 14 experiments started with a fire in a furnished room. The air flow for 12 of the 14 experiments was intensified by a natural or mechanical wind.. Each of the tactics were evaluated individually and in conjunction with each other to assess the benefit to fire fighters, as well as occupants in the structure. The results of the experiments provide a baseline for the hazards associated with a wind driven fire and the impact of pressure, ventilation and flow paths within a structure. Wind created conditions that rapidly caused the environment in the structure to deteriorate by forcing fire gases through the apartment of origin and into the public corridor and stairwell. These conditions would be untenable for advancing fire fighters. Each of the tactics were able to reduce the thermal hazard created by the wind driven fire. Multiple tactics used in conjunction with each other were very effective at improving conditions for fire fighter operations and occupant egress. Fire departments that wish to implement the tactics used in this study will need to develop training and determine appropriate methods for deploying these tactics. Variations in the methods of deployment may be required due to differences in staffing, equipment, building stock, typical weather conditions, etc. There is uniformity however, in the physics behind the wind driven fire condition and the principles of the tactics examined. The data from this research will help provide the science to identify methods and promulgation of improved standard operating guidelines (SOG) for the fire service to enhance firefighter safety, fire ground operations, and use of equipment. The experiments were conducted by the National Institute of standards and Technology (NIST), the Fire Department of New York City (FDNY), and the Polytechnic Institute of New York University with the support of the Department of Homeland security (DHS)/Federal Emergency Management Agency (FEMA) Assistance to Firefighters Research and Development Grant Program and the United States Fire Administration.  

pdf icon Fire Fighting Tactics Under Wind Driven Fire Conditions: 7-Story Building Experiments. (58118 K)
Kerber, S. I.; Madrzykowski, D.  

NIST Wind Driven Fires Studies, HERE  

Smoke and heat spreading through the corridors and the stairs of a building during a fire can limit building occupants’ ability to escape and can limit fire fighters’ ability to rescue them.  Changes in the building’s ventilation or presence of an external wind can increase the energy release of the fire.  This can also increase the spread of fire gases through the building.  In some cases, such as the Cook County Administration Building fire in October 2003, the fire gas flow, into the corridors and the stairway prevented fire fighters from suppressing the fire from inside the structure.  This fire resulted in 6 building occupant fatalities and fire fighter injuries in the stairway.  The Fire Department of New York City has experienced many wind driven fire incidents which have resulted in fire fighter fatalities and injuries.  

 

Postings from Buildingsonfire.com

 

Direct link to the Wind Driven Fire Research Postings on Buildingsonfire.com  HERE 

NIST Wind Driven Fire Simulation Video

NIST Wind Driven Fire Simulation Video Wind Driven Fires Smoke and heat spreading through the corridors and the stairs of a building during a fire can limit building occupants’ ability to escape and can limit fire fighters’ ability to rescue them.  Changes in the building’s ventilation or presence of an external wind can increase the [...]  

Jan, 29 2011 0 Comments Full Story

Positive Pressure Ventilation Research

Positive Pressure Ventilation The objective of this NIST research is to improve firefighter safety by enabling a better understanding of structural ventilation techniques, including positive pressure ventilation (PPV) and natural ventilation, and to provide a technical basis for improved training in the effects of ventilation on fire behavior by examining structural fire ventilation using full-scale fire experiments with and [...]  

Jan, 14 2011 0 Comments Full Story

NIST Wind Driven Fires Programs

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. [...]  

Jan, 14 2011 0 Comments Full Story

Wind Driven Fires

 A million dollar Baltimore County, Maryland  home was destroyed Sunday December 13, 2009  by a fire that tore through the 4,700-square-foot structure with such intensity that firefighters were forced to battle the flames from the exterior. Shortly after 21:00 hours, Baltimore County Fire Dispatch alerted crews for Fire Box 50-2 at 12607 Nancy Lee Court [...]  

Tactical Patience and the New Considerations of Ventilation on Fire Behavior in Legacy and Contemporary Residential Construction  on CommandSafety.com HERE, with insights into the new UL Impact of Ventilation on Fire Behavior in Legacy and Contemporary Residential Construction

   

ALARM INFORMATION
FDNY
   Brooklyn, N. Y. 02/19/11 @ 18:45 hrs.
Flatbush Section Box 2439 address: 346 East 29th St. between: Ave. “D” & Clarendon Rd.
     

2439 @ 18:42
Engs. 255, 281, 217 act. 310
T. Lad. 157, Lad. 147
Batt. 41      

10 – 75 – 2439 @ 18:46
Ladder 113 is designated as the “FAST” Truck
Eng. 249
Rescue Co. #2
Squad Co. #1
Batt. 48
Division 15      

Fire Building:
6 Story Brick 100 x 100 O/M/D ( orig. reported )
7 Story Brick 100 x 100 O/M/D ( actual size up )      

All – Hands:
7 – 5 – 2439 @ 18:48
Batt. 41 reports: All – Hands upon arrival, extra Engine & Truck
Fire 4th floor of a 6 Story Brick occupied multiple dwelling
Engine 250 / Ladder 174 s/c      

“Batt. 41 to Brooklyn, Transmit a 2nd Alarm, We also transmitting a 10-70 ( water relay )      

2nd Alarm:
2 – 2 – 2439 @ 18:53
Engs. 310, 240, 283 ( Eng. 310 designated Water Resource Unit )
T. Lad. 159, Lad. 149
Eng. 284 w/ Satellite 3
Batt. 38 “Safety Officer”
Batt. 33 “Resource Unit Leader”
Rescue battalion / Safety Battalion
Fieldcom 1 / Tactical Support Unit #2      

@ 18:58
Batt. 41 to Brooklyn, We have a “May-Day” transmitted from the Fire Apt. We’re putting the “FAST” Truck to work. Assigned another “FAST” Truck, Tower Ladder 159 is assigned new “FAST” Truck      

@ 19:13
Division 15 reports: “May-Day” member located and removed from Fire Bldg. We have fire on the 4th & 5th floors out the rear.
4 – lines stretched, 4 – lines in operation. Fire’s Doubtful.      

3rd Alarm:
3 – 3 – 2439 @ 19:15
Engs. 309, 323, 257, 330
Lad. 123, T. Lad. 170
Batt. 58
Batt. 44 “Staging Manager”
Air Re-Con Chief “grounded” due to winds
Mask Service Unit #1
Staging Area: Clarendon Rd. & Nostrand Ave.      

@ 19:20
Division 15: Box 2439, We have fire on the 4th; 5th; & 6th floors and into the Cockloft. All members being removed from the upper floors, setting up the Tower Ladders.      

@ 19:27
Special Call ( 2 ) additional Battalion Chief’s
Batt. 40 act. 58, Batt. 32 are s/c      

@ 19:30
Special Call a “High Rise Nozzle Co.” Eng. 254 assigned      

@ 19:36
Special Call ( 2 ) Tower Ladders
Tower Ladder 144 act 153 & Tower Ladder 120 are s/c      

4th Alarm:
4 – 4 – 2439 @ 19:38
Engs. 276, 220, 247, 321
Batt. 57 “Planning Chief”
Eng. 262 w/ Incident Management Vehicle
Car 4: Chief Robert Sweeney “Chief of Operations”      

@ 20:39
Fieldcom 1: Progress Report for the 4th Alarm, Box 2439, Car 4, Chief Sweeney reports:
Fire in a 6 Story Brick occupied multiple dwelling. ( 3 ) Tower Ladders in operation in the rear of the Fire Bldg. ( 1 ) Tower Ladder in operation in the front of the Fire Bldg. Setting up 2nd Tower Ladder in the front of the Fire Bldg. ( 1 ) Stang in operation in the rear. Have ( 3 ) floors of fire out the rear of the Fire Bldg. Doubtful Will Hold.      

@ 20:44
Fieldcom 1: By orders of Chief Kilduff, transmit the 5th Alarm.
Special Call ( 2 ) additional Engines above the 5th Alarm for “Brand Patrol”      

5th Alarm:
5 – 5 – 2439 @ 20:44
Engs. 234, 280, 282, 227
Engs. 290 & 214 s/c for “Brand Patrol”
Car 3: Chief Edward Kilduff “Chief of Department”      

@ 20:58
Fieldcom 1: Progress Report for the 5th Alarm, Box 2439, Car 4, Chief Sweeney reports:
Primary Searches on the 4th floor are negative except for Apt. 4 “adam”      

@ 21:13
Fieldcom 1: Special Call ( 2 ) additional Trucks to the Staging Area.
Ladder 132 & Tower Ladder 111 are s/c      

@ 21:22
Fieldcom 1: At this time, We’re releasing Rescue #2 & Squad #1      

@ 21:26
Fieldcom 1: Progress Report for the 5th Alarm, Box 2439, Car 4, Chief Sweeney reports:
All members have been removed from the Fire Bldg. ( 3 ) Tower Ladders in operation in the front of the Fire Bldg. ( 2 ) Tower Ladders & ( 1 ) Stang in operation in the rear of the Fire Bldg. Still have heavy fire on the 4th; 5th; & 6th floors. This will be a pro long operation. Still Doubtful.      

@ 22:15
Fieldcom 1: Progress Report for the 5th Alarm, Box 2439, Car 3, Chief Kilduff reports:
( 3 ) Tower Ladders in operation in the front of the Fire Bldg.
( 2 ) Tower Ladders and ( 1 ) Multi-Versal in operation in the rear of the Fire Bldg. Fire is darkening down on the 4th & 5th floors in the rear. Fire is Still Doubtful.      

@ 22:58
Fieldcom 1: Progress Report for the 5th Alarm, Box 2439, Car 4, Chief Sweeney reports:
Probably Will Hold
The Bldg. has been changed to a 7 Story Bldg. Fire was on the 5th; 6th; & 7th floors and Cockloft.      

@ 23:10
Fieldcom 1: Special call Eng. 233 with Mobile Command 1      

@ 23:12
Fieldcom 1: Special Call ( 1 ) Division Chief, & ( 3 ) Battalion Chiefs for “relief”
Batt. 4, Batt 31 act. 41, Batt. 49 are s/c
Division 1 s/c      

@ 23:18
Fieldcom 1: Special Call ( 3 ) additional Engine’s, ( 3 ) additional Tower Ladders for “relief”
Engs. 330, 248, 220
T. Lads. 107, T. Lad. 161 act. 157, T. Lad. 15 act. 131      

@ 01:58
Fieldcom 1: By order’s of Division 1, Fire is Under Control.      

(Job Duration: 7 hrs./16 mins.)      

Note: 2 Engines, 2 Trucks, 1 Batt. Chief will be Special Called on intervals to support a “watch line”      

( 1 ) 10-45 Code 1 (deceased was located in the Fire Bldg.)   

The Future of the Fire Service

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It is perceived by fire service leaders that fire departments across the United States will see a paradigm shift from just emergency response services to a comprehensive community risk reduction and management focus. This statement is becoming more and more common as you sit and talk with fire service leaders across the nation. National fire Academy Executive Fire Officer (EFO) research documents are being developed and presented on this very topic. It was a discussion topic at the International Association of Fire Chief’s (IAFC) strategic planning meeting. So why do we need to change directions?
The fire service already responds and reactively handles the majority of emergencies and crisis within the community. We need to begin focusing on a proactive approach. With this being said, this would allow for not only a safer community but help focus on the quality of life of our citizens. If we are able to prevent most incidents from occurring the costs of those incidents will be significantly reduced, the quality of life will be improved and the potential for economic sustainability is increased. As government budgets continue to shrink, the impact of budget cuts to departments continue. The impact of these cuts is witnessed almost daily in the fire service with browning out of stations, closing of companies, staff reduction through attrition and yes even critical staffing reductions by employees being laid off. The fire service has reached a new fold in its history. With this new fold occurring we must adapt our philosophies, strategies and even our beloved tactics. When corporations and builders engineer and construct disposable buildings then we need to tactically focus our efforts on engineering and code requirements of automatic fire suppression systems and early detection systems. When the owners and builders ignore this option and a fire catastrophe strikes, we need to utilize the new rules of tactical engagement.
Fire departments will need to shift from traditional emergency responses services and transition into a combination of emergency responses services with a primary focus on being a community reduction team focusing on public safety in a multidimensional approach of safe buildings through code enforcement, building requirements, environmental impact, community safety, responder safety, community health and wellness and community risk reduction through research and education. We will become the mother ship that guides critical thinking in all aspects of safety throughout our community.
The fire service will need to focus on assembling a set of best practices in risk reduction and work diligently to manage risk via educating our communities, proactive engineering practices and code enforcement. However, the fire service does not collect data well at all. We have to transition to being very analytical of collecting certain complete and accurate quantifiable data based upon a standard data model for comparative benchmarking studies.
The battle is won however on the proactive side through risk reduction and risk management. The long term impacts will benefit everyone. Our success will be determined by not solely the retrospective data but community and family buy in. This relates to the true potential risk that exists, verses how it has been reduced.

Situational Awareness and The Three Sixty

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Situational Awareness Combat Operations

The fireground often has competing or conflicting incident priorities, demands or distractions before a complete appreciation of all mission-critical or essential information and data has been obtained. The effective assessment of the incident scene is much more than the three-sided size-up methodology of past fireground practices. In fact the term size-up doesn’t align with the newest directions in firefighter safety and incident command management.

The 360 degree assessment has become the generally accepted standard from which risk assessment is performed and incident action plans derived. The fact that many LODD case studies and reports repeatedly indicate the lack of an effective 360 degree assessment of the incident scene where structural fire engagement is being initiated was a contributing factor or may have contributed to a different incident outcome. Think about the effectiveness and value that the 360 ◦ Degree assessment brings to the development of an effective and valid incident action plan and the tactics that are driven by those identified and assumed assessment indicators. The question is: Are you conducting a 360 upon arrival, and if not WHY?

All command and supervisory personal and operating companies must be able to recognize and appreciate the risks which are present at an incident in order to carry out an effective dynamic risk assessment. The 360 Degree assessment is a mission critical element for effective and safety incident operations. Don’t for a moment think, “it takes too long to perform” or that you don’t have time to conduct, especially from a company officer perspective when you’re deploying and initiating tactical assignments. That extra minute to conduct a “three-sixty” may make all the difference in the world…..There may be three hundred and sixty degrees of safety margin that separate you and your company between injury or death….think about it.

Situational Awareness and Risk Assessment

Situation Awareness related to Building Construction, Command Risk Management and Firefighter Safety is another mission critical element. Situation Awareness (SA) is the perception of environmental elements within a volume of time and space, the comprehension of their meaning, and the projection of their status in the near future. It is also a field of study concerned with perception of the environment critical to decision-makers in complex, dynamic situations and incidents. Both the 2006 and 2007 Firefighter Near-Miss Reporting System Annual Reports identified a lack of situational awareness as the highest contributing factor to near misses reported.• Situation Awareness involves being aware of what is happening around you at an incident scene to understand how information, events, and your own actions will impact operational goals and incident objectives, both now and in the near future.

  • Lacking SA or having inadequate SA has been identified as one of the primary factors in accidents attributed to human error.
  • Situation Awareness becomes especially important in the structural fire suppression and firefighter domains where the information flow can be quite high and poor decisions can lead to serious consequences.
  • Dynamic Risk Assessment is commonly used to describe a process of risk assessment being carried out in a changing or evolving environment, where what is being assessed is developing as the process itself is being undertaken.
  • This is further problematical for the Incident Commander when confronted with competing or conflicting incident priorities, demands or distractions before a complete appreciation of all mission critical or essential information and data has been obtained.
  • The dynamic management of risk is all about effective, informed and decisive decision making during all phases of an incident at a structural fire.

The integration of Situational Awareness and Dynamic Risk Assessment related to the building and occupancy is a mission critical element in managing structural fires and in the strategic command management and company level tactical operations as we go forward into the next decade.

  • Traditional phased incident scene size-up and monitoring is antiquated and no longer appropriate or applicable to modern fire service operations.
  • Situational awareness is a combination of attitudes, previously learned knowledge and new information gained from the incident scene and environment that enables the strategic commanders, decision-makers and tactical companies to gather the information they need to make effective decisions that will keep their firefighters and resources out of harm’s way, reducing the likelihood of adverse or detrimental effects.
  • Command and company officers and firefighters MUST understand the building, the occupancy features and the inherent impact of fire within and on the structure, AND be able to identify, communicate and take actions necessary to support the incident action and battle plans, mitigate incident conditions and provide for continuous safety protection to themselves, their team, their company and the entire alarm assignment operating at the incident scene.

Everyone on the incident scene MUST stay alert to changing conditions, obvious or latent conditions or escalating factors that require prompt identification, comprehension and appropriate implementation of actions. To the Incident Commander, fire officer or firefighter, knowing what’s going on around you, in and around the building structure and understanding the consequences of building, construction, assembly, fire load and fire development and growth is mission critical to incident stabilization and mitigation and profoundly crucial in terms of personnel safety. Maintain a three-sixty sphere of observation and awareness at all times.

Some addtional References; HERE, HERE and HERE, HERE

Tactical Renaissance and the Rules of Engagement

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Taking it to the Streets with Christopher Naum

On Your Street, In Your City, Across the County, Around the World; Tune in this coming Wednesday night to FireFighter NetCast.com and Taking it to the Streets for; “Tactical Renaissance and the Rules of Engagement”.

Joining Christopher Naum will be Chief Gary Morris (ret) Phoenix (AZ) Fire Department, Deputy Chief John Sullivan, Worcester (MA) Fire Department, along with Dr. Burt Clark from the NFA. We will be discussing the emerging Tactical Renaissance of Combat Fire Suppression Operations and the new Rules of Engagement. Don’t miss out for what will certainly be an insightful look at what the fire ground is transitioning to in 2010 and beyond. Join the live broadcast on Wednesday night September 22nd at 9:00pm ET, or download the post production podcast from Firefighter NetCast.com.

In the weeks ahead we’ll be publishing a six month schedule of upcoming guests and topics along within integrating post production podcast resources, training aides and supplemental reference links to make both the live broadcast program and downloads value added.

Taking it to the Streets is hosted by Christopher Naum and is a Buildingsonfire.com Series and Fire Fighter NetCast.com Production.

  • Check out the IAFC Safety Health & Survival Section HERE and the newly published Rules of Engagement
  • For additional Taking it to the Streets programming, HERE
  • Firefighter NetCast.com HERE
  • Taking it to the Streets for; “Tactical Renaissance and the Rules of Engagement” Show Link, HERE

Taking it to the StreetsTM On Your Street, In Your City, Across the County, Around the WorldTM  ©2010

The International Association of Fire Chiefs (IAFC) is committed to reducing firefighter fatalities and injuries. As part of that effort the Safety, Health and Survival Section has developed “Rules of Engagement of Structural Firefighting” to provide guidance to individual firefighters, and incident commanders, regarding risk and safety issues when operating on the fireground. These rules are available in a poster which can be downloaded or ordered from http://fireservicebooks.com

IAFC FRI Company & Command Officer Leadership Symposiums

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The International Association of Fire Chiefs (IAFC) recently held its annual Fire Rescue International (FRI) Conference in the great City of Chicago. A stellar addition to extensive pre-conference and workshop presentations was the IAF’s comprehensive Flagship programs entitled; The Company Officer Leadership Symposium (COLS) and the newest addition, The Chief Officer Leadership Symposium.

New to 2010, The Chief Officer Leadership Symposium consisted of three days of education geared toward those newly promoted to battalion chief. Similar to the Company Officer Leadership Symposium (COLS), this program was built around and into a three-level course for those in various stages of their career. This year at FRI, the IAFC introduced level one for recent graduates of The Company Officer Leadership Symposium (COLS) program and those looking for education specifically geared toward battalion chiefs.

The three-day Company Officer Leadership Symposium (COLS) provided the perfect mix of what company officers are looking for and what chief’s want for their company officers. The program offerings at FRI 2010 provided in-depth leadership education like for newly promoted company officers and those transitioning to battalion chief. Take a look at the program offerings at FRI for both programs HERE and HERE.

Some Key Reasons that drew participates to these programs included:

  • Great takeaways: All Company Officer participants received their own copy of the IAFC Officer Development Handbook
  • Unparalleled networking: build relationships as company officers and other battalion chiefs and commander that will benefit participants throughout their career and as they move up the ranks.
  • Returning company officers could build on their education and skills. Additionally, graduating from this program demonstrates exceptional professional growth for promotional assessments.
  • Participation in these symposiums is a professional development and mentoring opportunity that will benefit company officers, chiefs and the whole department.
  • No other program offers such comprehensive classes taught by industry leaders
  • New responsibilities come with this new title. Learn from those who have successfully made the transition to company officers and battalion chiefs and how to do effectively.
  • Strategic thinking. These sessions were designed to meet the needs of incident commanders out on the fireground while dealing with interpersonal dynamics in the station.
  • Learn from the best. According to the IAFC, no other program offers such comprehensive classes taught by prominent national fire service leaders.

TheCompanyOfficer.com and CommandSafety.com’s Christopher Naum, provided a key note general session delivery at the end of day one of the three day symposium and presented a powerful and insightful look at the Doctrine of Combat Fire Engagement 2010. Presented to a joint session of students from The Company Officer Leadership Symposium (COLS), the Chief Officer Leadership Symposium and participants of the iWomen’s 2010 Leadership Conference, the multi-media lecture was presented to a standing room only crowd of over 325 participants. The Doctrine of Combat Fire Engagement 2010 examined common attributes and emerging insights related to buildings, structures and occupancies that comprise typical response districts and the unique challenges during structural fire attack that require new insights and skill sets for company and command officers and fire service personnel.

Christopher Naum's Joint Session Presentation at IAFC FRI

The program examined and advocated strong principled new views of various buildings and occupancies, providing examples that define and determine how firefighters access, react and expect similar structures and occupancies to perform at a given alarm. Naum introduced defining new concepts related to Tactical Patience, Command Compression, Tactical Entertainment and aligned the Anatomy of Buildings on Fire, Building Construction and Reading Building Profiles and Occupancy Risk while stressing the importance of the emerging Tactical Renaissance and continued emphasis on the Everyone Goes Home Program and 16 Fire Fighter Life Safety Initiatives. The Predictability of Building Performance and the emphasis on dynamic command risk assessment aligned with defined fire suppression operations filled the two hour session.

If you are an emerging, newly appointed or practicing company or command officer, the IAFC ‘s Company Officer Leadership Symposium (COLS) and the newest addition, The Chief Officer Leadership Symposium should be on your radar screen for attendance at IAFC FRI 2011 in Atlanta, Georgia. Keep track of 2011 FRI announcements on the IAFC web page, HERE.

Ten Minutes in the Street: “A Little Smoke Showin’ with your Coffee?”

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New Scenario Posted

Ten Minutes in the Street

A Buildingsonfire.com Series

Interactive Scenarios, Where YOU Make the Call

Ten Minutes in the Street is back, bringing you insightful and provoking street scenarios for the discriminating and perspective Firefighter, Officer and Commander; where you make the call. You don’t have to have any special rank to participate in this interactive forum, just the desire to learn and expand you knowledge, skills and abilities in order to better yourself, create new insights, while sharing your experience and perspectives to help you and others in the street in making the right call; so everyone has the opportunity of going home.

Ten Minutes in the Street: “A Little Smoke Showin’ with your Coffee?”

Volume 10, Number 8

The recruit firefighters just finished brewing a fresh pot of coffee and you’re about to have your first cup this morning when the tones and bells alert the station of a report of smoke coming from a house across the street from the caller. The communications center advises that the caller doesn’t know if anyone is home, but they are certain there’s smoke coming from the house, even though a slight morning fog layer is beginning to burn off. OK, so much for that coffee. You’re the acting chief this morning, so instead of riding the engine company, you’ve got the chief’s SUV. As you get ready to head out the door, you can hear the engine company fire up a bay over signaling you a driver is in the house and a crew is assembling and preparing to roll out shortly. Go to FireFighter Nation.com for the full scenario and interaction….

Here’s the download PDF for use in the station or for a drill. Vol10NO08

Learning the Lessons from the Past

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Today is June 17th, to many of you, today is unlike so many other days. Whether it’s going on or off-shift, going to your “day” job; common rituals and activities define our day and are a part of your typical schedule or routine, activities, occupation, trade, leisure or everyday jobs. On any given day, we expect some fairly simple and basic things; Simple and basic from a firefighter’s perspective that is. Let’s clearly put this discussion into firefighter terms and context. We hope that we have a busy day, for the most part; that the alarms and incidents allow us to practice our skills and do what we do best. Deep down inside, we also hope that we have a good “job” come in that allows us to work the job, to fight the fight and put into practice all that we train and prepare to do, we the bell hits and we are called to duty.

Not that we hope or wish undue miss-fortune, distress or sorrow on anyone, but, IF a fire is going to happen, let it happen on my shift, my tour or while I’m at the firehouse and able to make the first-due. It’s a pretty fundamental hierarchy of need, and it’s what makes us tick at times. Because of who we are and what we do. Right?

But today is much more than that. June 17th marks the anniversary of two significant fire service incidents that resonate with the values, doctrine and philosophy that define the principles and tradition of the Fire Service.

Both of these incidents resulted in firefighter line-of-duty deaths at seemingly routine fires, in relatively ordinary structures and occupancies, each with unusual building construction features and conditions that would contribute to the adverse circumstances of the incident operations, and ultimately contribute to the LODD events.

Hotel Vendome Fire-1972
On June 17th, 1972, a typical routine day was unfolding for the Jakes in the Boston Fire Department. At 14:35 hours, Box 1571 was received at Boston Fire Alarm Office. It would be the first of four alarms required to extinguish an intense fire at the former Hotel Vendome on Commonwealth Avenue at Dartmouth Street, City of Boston, Massachusetts. It took nearly three hours to contain the blaze. The four alarm fire required a compliment of 16 engine companies, 5 ladder companies, 2 aerial towers and 1 heavy rescue company, with all companies operating with a full complement of personnel staffing.

Following extensive and strenuous suppression operations, the BFD commenced routine overhaul operation. Then, at 17:28 hours, without warning, all five floors of a 40 by 45 foot section southeast corner of the building collapsed, burying a ladder truck and 17 firefighters beneath a two-story pile of brick, mortar, plaster, wood and debris.

More than any other event in the three hundred year history of the Boston Fire Department, the Vendome tragedy exemplifies the risk intrinsic to the firefighting profession and the accompanying courage required in the performance of duty. Nine firefighters were killed on that day, eight more injured; eight women widowed, twenty-five children lost their fathers; a shocked city mourned before the sympathetic eyes of the entire nation.

The Hotel Vendome fire and the Nine Line-of-duty deaths, two Company Officers and seven firefighters
• Lieutenant THOMAS J. CARROLL, E-32.
• Lieutenant JOHN E. HANBURY, JR., L-13.
• Firefighter THOMAS W. BECKWITH, E-32.
• Firefighter JOSEPH E. BOUCHER, JR., E-22.
• Firefighter CHARLES E. DOLAN, L-13.
• Firefighter JOHN E. JAMESON, E-22.
• Firefighter RICHARD B. MAGEE, E-33.
• Firefighter PAUL J. MURPHY, E-32.
• Firefighter JOSEPH P. SANIUK, L-13.

Built in 1871 and massively expanded in 1881, the Hotel Vendome was a luxury hotel located in Boston’s Back Bay, just north of Copley Square. During the 1960s, the Vendome suffered four small fires. In 1971, the year of the original building’s centennial, the Vendome was purchased. The new owners opened a restaurant called Cafe Vendome on the first floor, and began renovating the remaining hotel into condominiums and a shopping mall.

Although the cause of the original fire was not known, the subsequent collapse was attributed to the failure of an overloaded seven-inch steel column whose support had been weakened when a new duct had been cut beneath it, exacerbated by the extra weight of water used to fight the fire on the upper floors.

References and Documents
• Boston Fire Department, HERE
• Vendome, Wikipedia, HERE
• Building Photos and the Firefighter’s Memorial, HERE
• Gendisasters, Historical Perspective, HERE
• Boston Globe, HERE
• Boston FD Ladder 15, HERE

FDNY Father’s Day Fire-2001
The relative calm of a quiet Sunday, Father’s Day, June 17th , 2001 was broken at 14:19 hours with a phone call to the FDNY Queens Central Office reporting a fire at 12-22 Astoria Blvd, in the Astoria Section of Queens, New York. For almost 80 years, the Long Island General Supply store has been a fixture in the Long Island City section of Queens serving local contractors and residents with all of their hardware needs. Unfortunately, that included propane tanks and other flammable liquids.

Two structures were involved in this incident. Both buildings were interconnected on the first floors as well as the cellars.

• Both structures were built prior to 1930 of ordinary (Type III) construction, and were two stories in height, each with a full cellar.
• Building 1 measured 2035 square feet and was triangular in shape.
• Building 2 measured 1102 square feet and was rectangular in shape.
• Building 1 and Building 2 shared a common or party wall and were interconnected on the first floor and the cellar.Building to building access in the cellar was through a fire door. The fire door was blocked open to allow free movement between the cellars which were used for storage. The hardware stored occupied the first floor and cellars of both buildings. Building 1 had two apartments on the second floor.

Building 2 had an office and storage space on the second floor. Note: A third uninvolved building was attached to the west side of Building 2. The flat roof system sheathing consisted of 5/8-inch plywood covered by felt paper and rubber roof membrane. The foundation was constructed out of stone and mortar. The support system was a combination of steel masonry posts/lolly columns and wooden support beams.

FDNY Units arrived within 5 minutes of the dispatch and gave the signal for a working fire. Fire fighters were making good progress but at 14:48 hours something went terribly wrong. Witnesses on the scene report hearing a small explosion followed by a huge blast. The shock wave from the blast blew d
own every fire fighter on the street and knocked down the exposure 1 wall onto the sidewalk, right on top of fire fighters venting the building.

As members started sifting through the rubble, the chief ordered a second alarm followed almost immediately by a fourth alarm when a radio transmission was received from FF Brian Fahey from Rescue 4. He was in the basement under tons of collapsed material.

“I’m trapped in the basement by the stairs. Come get me.” This was a battle cry to everyone on the scene. Every capable member frantically began removing debris to try and get to Brian and the others. The chief ordered more help. Numerous special calls were made.

There were 144 pieces of apparatus at the scene: 46 engines, 33 ladders, 16 battalion chiefs, 2 deputy chiefs, all 5 rescues, 7 squads, and many more. In fact, with the exception of the fire boats, the JFK hose wagon, the Decon unit, and the thawing units, every type of special unit was at the scene.

Even with the vast resources of the Department, the task took several hours. The members that were on the sidewalk were quickly recovered.
• Fire fighters Harry Ford (R4) and John Downing (L163) were removed in traumatic arrest and brought to Elmhurst Hospital were they succumbed from their injuries.
• Back at the scene members still were trying to get to Brian while others were trying to put out the smoky fire. The battle went through the afternoon and into the evening.
• The fire was being fueled by some of the flammables in the building.
• After about four hours they finally reached the basement, but again, it was too late. FDNY Firefighter Brian died in the Line-of-duty.

Subsequent investigations revealed that two local kids were in the rear yard of the building when unbeknownst to them they knocked over a can of gasoline. The gasoline ran under the rear door, into the basement eventually finding an ignition source in the form of the water heater.

When the water heater kicked in, it ignited the gasoline. As fire fighters began working in the building the fire caused the explosion of a large propane tank illegally stored in the basement. The resulting blast leveled the building and caused what will be forever known as the worst Father’s Day in FDNY’s history. (Excerpt of the event description published in www.fdnewyork.com).

The supreme sacrifice was made that day by;
• FDNY Firefighter Harry S. Ford, Rescue Co.4
• FDNY Firefighter Brain D. Fahey, Rescue Co. 4
• FDNY Firefighter John Downing, Ladder Co. 163

Take the time to read the NIOSH Report, and learn the lessons from that event

References
NIOSH Report F2001-23, HERE
FDNEWYORK, HERE
Steve Spak, Photos, HERE
The Late, FDNY Firefighter Andy Fredrick’s Account, HERE
Online Service Accounts and Coverage, HERE
Buffalo, NY FD North Division Street Explosion, HERE, HERE and HERE

Note: The Buffalo, NY, Fire Department experienced a similar event on December 27, 1983 in North Division Street Fire and Explosion that resulted in five firefighter line-of-duty deaths.

As BFD firefighters arrived at the scene of a reported propane leak in a three-story radiator warehouse (Type III ordinary construction), a massive explosion occurred, killing five firefighters instantly and injuring nine others, three of them critically. The force of the blast blew BFD Ladder 5’s tiller aerial 35 feet across the street into the front yard of a dwelling. BFD Engine 1’s pumper was also blown across the street with the captain and driver pinned in the cab with burning debris all around them. Engine 32’s engine was blown up against a warehouse across a side street and covered with rubble.

Two civilians were also killed and another 60 to 70 were injured. While operating at the rescue effort, another 19 firefighters were injured. The blast and ensuing fire ignited 14 residences and damaged as many as 130 buildings over a four block area. The explosion occurred when an employee was moving an illegal 500-lb. propane tank with a forklift truck and dropped it, breaking off a valve. The gas leaked out, found an ignition source, and the explosion occurred. Killed in the line of duty were all assigned to Buffalo FD Ladder Company 5; F/F Michael Austin, F/F Michael Catanzaro, F/F Matthew Colpoys, F/F James Lickfield and F/F Anthony Waszkielewicz.

Taking it to the Streets
The adage that the fire service has more recently adopted states; “There are no “routine calls”; referring to the safety consciousness that all responding companies should endeavor to consider when responding to an incident, that all too often appears; upon our arrival to be routine in every sense of the word. Whether it’s an alarm system activation, a report of food on the stove, a report of a smoke detector alarming or a report of a gas odor or leak, we have a tendency to treat a lot of things as equal and very routine based upon the periodicity and frequency of the alarm type and the typical, inconsequential nature of the incident outcome or the commonality of the fire and suppression efforts that routinely are employed by our operating companies.

We seem to do a lot of things at times out of common practice and repetition, you know; “We’ve always done it that way…” syndrome. There’s a resonating theme that is making its way around the fire service dealing with an apparent “culture of extinguishment” and the suggested and inaccurately described “diametrically opposing” fire service safety culture promoted by those on the “Dark Side”

The daily experience, expectations, our comfort zone;
• We’re pretty good at what we do-Regularly….
• We develop profound habits and methods…
• We treat a lot of things as equal in many respects…
• We’ve grown accustomed to certain operational modes..
• We don’t really think anything is going to happen to us, certainly nothing so adverse that I don’t go home after the call.

Nothing is going to happen to YOU; it happens to someone else….
BUT to everyone else-YOU are the other Guy!

On any give day, at any give alarm, the dynamics around us at times may be in or out of our direct control. We may not be able to see what the cards have in store for us, BUT we must ensure we use every fragment of training, fortitude, knowledge, skills, courage, bravery, insights, luck and sometimes (other divine) intervention to get us through.

Take the time today or this evening to visit and download selective reports from the NIOSH Fire Fighter Fatality Investigation and Prevention Program. The lessons learned from these reports and the important recommendations that are written as a direct result of the supreme sacrifices made by our brother and sister firefighters that died in the line of duty speaks volumes. In reality, the words written in these reports are the words from our fallen, they convey the messages to correct deficiencies, close gaps and increase and enhance our operations, training, education, administration, management, supervision, resources, equipment, protocols, preparedness, perspectives, culture and values.

When you look over these events over the years, it doesn’t take long to identify that many LODD events share similarities, and that specific incident events, deficiencies, outcomes and recommendations are identical in every way, except for the fire department name and geographical location. In other words, we have History Repeating Events (HRE). Events that resonate with common issues, apparent and contributing causes and operational factors that share legacy issues that the fire service fails to identify, relate to and implement. In other words, we fail a times to learn from the past, or we make a deliberate chose to ignore those lessons due to other internal or external influences, pressures, authority, beliefs, values or viewpoints. We make choices and we determine our direction, path and destiny.

History repeating itself is nothing new to society, it is apparent and self revealing in much of written history and recorded legacies, and as defined by a popular quote states; “Those who cannot learn from history are doomed to repeat it.”

An interesting series of quotes from noted historian Gerda Lerner states the following;
“What we do about history matters. The often repeated saying that those who forget the lessons of history are doomed to repeat them has a lot of truth in it. But what are ‘the lessons of history’? The very attempt at definition furnishes ground for new conflicts. History is not a recipe book; past events are never replicated in the present in quite the same way. Historical events are infinitely variable and their interpretations are a constantly shifting process. There are no certainties to be found in the past.”

She goes on to state; “We can learn from history how past generations thought and acted, how they responded to the demands of their time and how they solved their problems. We can learn by analogy, not by example, for our circumstances will always be different than theirs were. The main thing history can teach us is that human actions have consequences and that certain choices, once made, cannot be undone. They foreclose the possibility of making other choices and thus they determine future events.”

We must learn for the part, so that we limit or eradicate the opportunity for History Repeating events aligning themselves again and providing emergency incident circumstances to lead to another line-of-duty death, injuries or large loss incident.

History Repeating Events share may common and familiar themes. Research exemplifies the following shared commonality causes related to History Repeating Events;
• A lack of pre-incident planning
• Ineffective or lack of risk management
• No Incident action plan• Free-lancing
• Inadequate Training/Skills• Faulted Strategies and/or Tactics
• Deficient Resources/staffing
• Lack of Accountability• Insufficient Fire Suppression versus Fire Loading affect• Ineffective or non-existent Supervisory oversight
• No effective span of control / management
• Not understanding Building Construction
• Not understanding Structural Assemblies and Systems
• Not understanding Construction & Occupancy factors• Not understanding Engineered Building Systems and relationship to Tactics
• Lacking understanding of Fire Behavior and Fire Dynamics
• Ineffective Company level supervision
• Lack of Situational Awareness• Command Dysfunction
• Failure to implement periodic in-situ reassessments

Think about your actions, think about what you can do to make a difference or to alter or change the course of a situation. We sometimes have a greater hand in destiny and how the cards are dealt than we think. Take a look and discuss the HRE causal factors listed above, share these with you officers, with you company level personnel or the department as a whole. Pose the question, “What do these mean to you?” See what the different feedback might illustrate and how they may be viewed from a different set of perspectives, generations or rank and assignments.

Safety Considerations for Operations involving Ordinary or Heavy Timber Type Construction.
In support of the two (2) incident events discussed in this article related to the Hotel Vendome and the Astoria Queens Hardware Store Explosion. Both of these structures were Type III, Ordinary Construction. This is a good opportunity for you to introduce yourself to or refresh yourself on the Safety Considerations for Operations involving Ordinary or Heavy Ti…

A comprehensive power point program is available for download from the Near Miss Reporting System web site, HERE

An accompanying narrative report and its alignment with a Near Miss Report related to a type III occupancy and incident response and close call support the power point presentation, HERE

Don’t forget, the Near Miss Reporting System, HERE, has exemplary resources, case studies, close calls and lessons to be learned and institutionalized. The same is true about the resources at the NFFF Everyone Goes Home Program, HERE and the IAFC Fire/EMS Safety week web site HERE.

Take the time to learn something about Ordinary or Heavy Timber Type Construction. As I continue to advocate;  Building Knowledge = Firefighter Safety. No more History Repeating Events!
Here’s a closing quote from the late Senator Robert F. Kennedy;“Few will have the greatness to bend history itself; but each of us can work to change a small portion of events, and in the total of all those acts will be written the history of this generation.”

Be safe, have a great tour or stay at the firehouse today or this evening.

Orginally published during  2009 Safety Health and Survival Week.

From Waldbaum’s to Hackensack- Worcester to Charleston; Legacies for Operational Safety

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6-15-2009 7-39-58 PM

From Waldbaum’s to Hackensack- Worcester to Charleston; Legacies for Operational Safety

“From Waldbaum’s to Hackensack- Worcester to Charleston; Legacies for Operational Safety”; I still find it surprising during my travels around the country lecturing and presenting programs on building construction, that when the audience was asked, “What do the Walbaum’s Fire and Hackensack fire share in common?”, the response typically were blank stares. The more seasoned and experienced veterans (translation; Older firefighters) when present, were able to convey some information on the subject. But yet, the true essence of the basic incident particulars and the lessons learned fail to be fully conveyed. We’re not remembering the past!

I’ve spoken on numerous occasions about History Repeating Events (HRE), and the common themes related to LODD. Events that resonate with common issues, apparent and contributing causes and operational factors that share legacy issues that the fire service fails to identify, relate to and implement. In other words, we fail a times to learn from the past, or we make a deliberate choice to ignore those lessons due to other internal or external influences, pressures, authority, beliefs, values or viewpoints. We make choices and we determine our direction, path and destiny.

When you look over these LODD events over the years (NIOSH, NFPA, USFA Reports), it doesn’t take long to identify that many LODD events share similarities, and that specific incident events, deficiencies, outcomes and recommendations are identical in every way, except for the fire department name and geographical location. In other words, we have History Repeating Events (HRE).

What have we learned from the past? What is it that we’re passing down to each incoming recruit class and probationary firefighter? What are Company and Commanding Officers recalling and considering in their dynamic risk assessment, size-up and decision-making (IAP) process when looking at a particular building, occupancy and fire? Are mission critical operational elements & HRE factors being recollected? (Naturalistic/ Recognition-Prime Decision-making).

Are the fire service legacies of the past and the lessons learned from those incidents and the sacrifices that were made transcending time? Or are they lost in the immediacy of day to day challenges, issues and operations. Or are these events, lessons and operations issues dismissed and disregarded as a result of their “time and place” not being relevant to “today’s” operations and modern fire service advancements.

The reality is, we, the present generation of veteran firefighters and officers at times neglect or fail to recognize the importance of passing along the lessons of our life’s journey through our fire service careers, the events of our day and the profound tough lessons and sacrifices learned the hard way. We sometimes need a receptive, sympathetic and compassionate audience that is willing to listen, hear and comprehend the messages conveyed. There needs to be a high degree of empathy related to these past History Repeating Events. For each event, each and every line of duty death has a message and a Legacy of Operational Safety.

Throughout the past thirty-three years (1977-2010), over 4,000 firefighters have lost their lives in the course and conduct of their duties as firefighters and officers within the fire service. Although there are numerous LODD fire incidents and events that could be discussed, all distinguished and exemplified by heroism, nobility, cause and fortitude. There are four that stand out when related to the lessons learned and the significance and impact each LODD incident had at the time to the national fire service.

Each of these incidents also have significance as they relate to the building, occupancy, use, construction features, inherent structural systems, fire behavior and fire dynamics; coupled with interrelated elements of strategic and tactical fire suppression operations and incident management . Again, “Building Knowledge=Firefighter Safety”.

The Waldbaum’s Supermarket Fire: Brooklyn, New York August 3, 1978
Six LODD

Six FDNY firefighters died at this fire when the wood bowstring truss roof collapsed, 34 were injured. The fire started at 8:40 hrs. in Waldbaum’s Supermarket, Ave. Y and Ocean Ave., Sheepshead Bay, Brooklyn, NY. Nearly 23 electricians, plumbers etc ., were in the process of renovating the building, while it was still open and operating when the fire started in the mezzanine area. An All hands was transmitted at 08:49 hrs. the 2nd alarm at 09:02 hrs. Shortly after 09:20 hrs., with 20 firefighters on the roof a crackling sound was heard and the center portion of the bow string trussed roof fell into the smoke and flames. A total of 12 firefighters fell into the inferno, six were rescued, six died in the line of duty.

Honor and Remembrance
• Lt. James Cutillo, 33rd Battalion
• Firefighter Charles Bouton, Ladder Co. 156
• Firefighter William O’Conner, Ladder Co. 156
• Firefighter James P McManus, Ladder Co. 153
• Firefighter George Rice, Ladder Co. 153
• Firefighter Harold F. Hastings, Ladder Co.153

Hackensack Ford: Hackensack, New Jersey July 1, 1988
Five LODD

Five fire fighters from the Hackensack, New Jersey Fire Department were killed in the line-of duty while they were engaged in interior fire suppression efforts at an automobile dealership when portions of the building’s wood bowstring truss roof collapsed.

Honor and Remembrance
• Captain Richard Williams
• Lt. Richard Reinhogen
• Firefighter William Krejsa
• Firefighter Leonard Radumski
• Firefighter Stephen Ennis

Note: The 1988 Hackensack Ford Fire occurred almost ten years to the date of the Waldbaum’s FDNY Fire in 1978. (History Repeating Event…we forgot something along the way regarding bow string trussed roof systems and fire impingement…)

As a result of this incident passage of a NJ State law mandating the clear demarcation of truss roofs and other structural hazards with warning signs (placards) on building with truss roofs was. In 1991 NJ State law required the State Bureau of Fire Safety to investigate all fires in which a firefighter dies or is seriously injured. See National Truss Placarding.

The Worcester Cold Storage and Warehouse Fire: Worcester, Massachusetts, December 3, 1999
Six LODD

On December 3, 1999, the vacant, six-story Worcester Cold Storage and Warehouse Co. building in Worcester, Massachusetts, was set ablaze by two homeless people knocking a lighted candle into a pile of ragged clothes. The Worcester Fire Department responded at 6:13 p.m. to Box Alarm 1438. The Rescue 1 team of Firefighter Paul Brotherton and Firefighter Jerry Lucey entered the building searching for occupants. Fire conditions worsened in the building at an alarmingly unexpected rate. Paul and Jerry, on the fifth floor, became disoriented in the smoke-filled building. Lost, and running low on air, they called for help. Several teams began searching for the lost fire fighters.

Two teams reaching the fifth floor also found themselves disoriented in the smoke and trapped by the maze of interior walls — Lieutenant Tom Spencer and Firefighter Tim Jackson from Ladder 2, and Firefighter Jay Lyons and Firefighter Joe McGuirk from Engine 3. Though many more brave fire fighters attempted to locate their missing brothers, their efforts proved futile. Their deaths marked the worst loss of fire fighters’ lives in more than 20 years in a building fire in America, and the third worst fire in Massachusetts’ history. Six days after they died, a memorial service drew 30,000 fire fighters and 10,000 civilians in what was believed to have been the largest such service for fire fighters killed on duty.

Honor and Remembrance
• Firefighter Paul A Brotherton, Rescue Co.1
• Firefighter Timothy P. Jackson, Ladder Co.2
• Firefighter Jeremiah M. Lucey, Rescue Co.1
• Firefighter James F. “Jay” Lyons III, Engine Co. 3
• Firefighter Joseph T. McGuirk , Engine Co. 3
• Lt. Thomas E. Spencer, Ladder Co.2

Sofa Superstore Fire: Charleston, South Carolina, June 18, 2007
Nine LODD

On the evening of June 18, 2007, units from the Charleston Fire Department responded to a fire at the Sofa Super Store, a large retail furniture outlet in the West Ashley district of the city. Within less than 40 minutes, the fire claimed the lives of nine firefighters. The highly flammable characteristics of the materials that were stored in the loading dock and throughout the premises provided an ample supply of fuel and caused the fire to spread rapidly, affecting the building’s structural integrity and adversely affecting manual fire suppression activities.

Honor and Remembrance
• Bradford Rodney “Brad” Baity – Engineer 19
• Theodore Michael Benke – Captain 16
• Melvin Edward Champaign – Firefighter 16
• James “Earl” Allen Drayton – Firefighter 19
• Michael Jonathon Alan French – Engineer 5
• William H. “Billy” Hutchinson, III – Captain 19
• Mark Wesley Kelsey – Captain 5
• Louis Mark Mulkey – Captain 15
• Brandon Kenyon Thompson – Firefighter 5

Commemorate and Remembrance
On the evening of June 18, 2007, units from the Charleston Fire Department responded to a fire at the Sofa Super Store, a large retail furniture outlet in the West Ashley district of the city. Within less than 40 minutes, the fire claimed the lives of nine firefighters.

The Executive Summary of the FIREFIGHTER FATALITY INVESTIGATIVE REPORT Sofa Super Store Fire, Phase II Report issued MAY 15, 2008 provided critical insights into the apparent and contributing causes that culminated in the event. The Sofa Super Store was a large property that incorporated a very significant potential for a major fire to occur. It’s appropriate at this time to revisit those key factors described within the report in order for provide the opportunity for departments or agencies to recognize or identify similar gaps that exist, and take the necessary corrective actions. These gaps may be precursors to potentially significant or serious future events and extend in operational, training, administrative, managerial, construction, prevention and regulatory and codes.

• The fire risk factors associated with the Sofa Super Store exceeded the limits prescribed by the applicable building and fire codes. An automatic sprinkler system should have been installed to reduce the level of fire risk or the buildings should have been divided into manageable fire compartments by a system of fire walls.
• If a sprinkler system had been installed, the fire probably would likely have been controlled within the loading dock area.
• If effective fire walls had been provided, the fire probably would not have spread beyond the loading dock.
• The highly flammable characteristics of the materials that were stored in the loading dock and throughout the premises provided an ample supply of fuel and caused the fire to spread rapidly. The burning contents released copious quantities of heat and toxic smoke.
• Significant quantities of flammable and combustible liquids that were stored in the loading dock likely contributed to the severity and rapid spread of the fire.
• The fire had extended to the loading dock when firefighters arrived.
• Charleston Fire Department members attempted to fight the fire by initiating an offensive interior attack into the loading dock.
• The offensive attack was launched from two directions. One attack line entered the loading dock from the exterior, while a second line was stretched through the showrooms and into the loading dock.
• The offensive attack failed to control the fire. The fire extended into adjoining areas on three sides of the loading dock.
• At least 16 firefighters, who were operating deep inside the showrooms, became enveloped in heavy smoke.
• Conditions inside the showrooms became critical as the fire began to involve this part of the building. Several firefighters became disoriented and were running short of air. Radio messages requesting assistance were not heard.
• Seven firefighters managed to find their way out of the showrooms. The nine deceased firefighters were unable to find their way out as the fire spread rapidly from the rear of the building to the front.
• The size and layout of the building, inadequate exits, and the highly flammable nature of the contents likely contributed to the inability of the lost firefighters to escape from the building. Rescue efforts were attempted when the situation inside the showrooms was recognized. In spite of valiant efforts, it was too late to save the missing firefighters before the store became fully involved in flames.

The analysis of operations conducted by the Charleston Fire Department includes the following observations and findings:

• Fire fighting operations at the Sofa Super Store did not comply with Federal occupational safety and health regulations, recommended safety standards, or accepted fire service practices.
• The Charleston Fire Department failed to provide adequate direction, supervision, and coordination over the operations that were conducted.
• The documented duties and responsibilities of an Incident Commander were not performed and risk management guidelines were not adequately applied to the situation.
• The culture of the Charleston Fire Department promoted aggressive offensive tactics that exposed firefighters to excessive and avoidable risks and failed to apply basic firefighter safety practices.
• Insufficient training, inadequate staffing, obsolete equipment and outdated tactics all contributed to an ineffective effort to control the fire with offensive tactics during the early stages of the incident.
• The Charleston Fire Department continued to apply offensive tactics after the situation had evolved to a point where risk management guidelines called for defensive strategy.
• Factors that should have caused firefighters to be removed from interior tactical (offensive) positions were not recognized.
• There was a lack of accountability for the location and function of firefighters who were operating inside the building. The Charleston Fire Department did not have appropriate Mayday procedures to be followed by firefighters in distress, for dispatchers, or for command officers on the scene.

All of the listed factors and many others were analyzed and discussed in detail within the body of the issued report. If you haven’t found the time or reason to read the report, do so; it would make for a good task activity for Safety Week. The report document presented the dedicated and conscientious efforts of the review team to honor the nine fallen firefighters by making every possible effort to learn from their sacrifice. The operative question is this; “What factors or attributes are comparable to situations or conditions that presently exist within your Department, Organization or community? What are you going to proactively do to address these issues or conditions in a timely manner?

Understanding the Building Profile and Risk
The Sofa Super Store occupied a complex of interconnected structures that had been constructed in several phases. The showroom building, facing Savannah Highway, was actually an assembly of three separate structures. The front wall was a façade, with a parapet extending above the roof line, creating the appearance of one large building when viewed from Savannah Highway. (Refer to the Report for diagrams, plans and photographs)
• The front wall, including the parapet, was approximately 23 feet tall, while the roof behind the parapet varied from 12 to 14 feet above grade.
• The main showroom was originally constructed as a grocery store, probably during the 1950s or 60s. The original building was approximately 125 feet in width and 130 feet deep, with a rectangular extension in the southwest corner (right-rear facing the building from Savannah Highway).
• The front wall was brick construction with large storefront windows, while the side and rear walls were constructed of concrete block.
• The original structure had a flat metal deck roof, supported by lightweight steel bar joists (trusses), spanning from east to west across the store. The side walls supported the ends of the bar joists, while two rows of steel beams and columns provided intermediate support.
• A suspended ceiling was installed below the roof trusses.

After the property was converted to a furniture store, two pre-engineered metal buildings were added-on to the original structure to expand the showroom area. Each showroom addition was approximately 60 feet in width and 120 feet deep. The first showroom addition was constructed on the west side of the original building in 1994 and the second was added on the east side in 1995. (The add-on structures are referred to as the east and west showrooms in this report, while the original structure is identified as the main showroom.) Six large openings in the concrete block side walls, three on each side of the original building, provided connections between the showroom areas; their combined floor area was in excess of 31,000 square feet. An additional pre-engineered metal structure was erected at the rear of the property in 1996 to serve as a warehouse. This structure was approximately 120 feet wide by 130 feet deep and 29 feet tall. Furniture was stored on steel racks, 20 feet in height, inside the warehouse.

Going Forward: The Structural Anatomy of Building Construction
The following are quotes from Fire Chief Anthony Aiellos (ret) Hackensack (NJ) Fire Department
Fire Chief during the Hackensack Ford Fire, July, 1988

“If you don’t fully understand how a building truly performs or reacts under fire conditions and the variables that can influence its stability and degradation, movement of fire and products of combustion and the resource requirements for fire suppression in terms of staffing, apparatus and required fire flows, then you will be functioning and operating in a reactionary manner.”

“This places higher risk to your personnel and lessens the likelihood for effective, efficient and safe operations. You’re just not doing your job effectively and you’re at RISK. These risks can equate into insurmountable operational challenges and could lead to adverse incident outcomes. Someone could get hurt, someone could die, it’s that simple, it’s that obvious”.

Risk Based Response Assignments
The buildings, structures and occupancies that comprise typical response districts pose unique and consistent challenges during structural fire attack. The variety of occupancies and building characteristics establish varying degrees of risk potential, with defined and recognizable strategic and tactical measures to be taken-sometimes uniquely to each occupancy type. Although each occupancy type presents variables that dictate how a particular incident is handled, most company operations evolve from basic principles rooted in past performance and operations at similar structures. This is based on what I define as; “predictability of performance.”

When we look at various buildings and occupancies, past operational experiences; those that were successful, and those that were not, give us experiences that define and determine how we access, react and expect similar structures and occupancies to perform at a given alarm in the future. Naturalistic (or recognition-primed) decision-making forms much of this basis. We predicate certain expectations that fire will travel in a defined (predictable) manner that fire will hold within a room and compartment for a given duration of time, that the fire load and related fire flows required will be appropriate for an expected size and severity of fire encountered within a given building, occupancy, structural system.

We used to know with a measured degree of predictability, how our buildings would perform, react and fail under most fire conditions. This is what our years of fireground experience provided us, and how we ultimately would predict, assess, plan and implement our incident action plans and ultimately deploy our companies-based upon the predictable performance expected. Conventional Construction Structures (CCS) had this “predictably of performance.” You know, that typical residential structure, the 2-1/2 story wood frame, the three story brick and joist type III occupancy, the four story frame multiple occupancy, etc., etc. Unlike Engineered System Structures (ESS) whose predictability is rooted in the fact that they are unpredictable.

The emerging fire service issues affecting buildings, occupancies and structural systems related to ESS is only beginning to take hold a prominent role and level of significance that is long overdue. The fire service has been dealing with the operational issues and line-of-duty deaths related to ESS since the 1980s and now in 2009, we’re finally raising these ESS issues to a dialog point that is influencing firefighter safety, survival and operations. ( Refer to the Underwriters Laboratory’s (UL) UL University on-line training module for a state-of-the art presentation on Structural Stability of Engineered Lumber in Fire Conditions and performance results that correlate towards redefining fire suppression operations)

The fire service is beginning to fully recognize the merits in adjusting, altering, and changing our strategic and tactical ways of doing business in the streets. It’s becoming self evident in the fire service that it’s no longer acceptable to think that ESS buildings and occupancies will perform in the same manner as CCS buildings and occupancies and that tactics deployed in both CCS and ESS buildings and occupancies will react under similar strategic and tactical plans and tasks. These unique and inherent factors within the ESS profiles must give us a new standard for operational deployment; strategies and tactics that are defined by the risk profile of the building, its engineered structural systems, materials and methods of construction and the fire loading present.

Considerations for changing fire flow rates, the sizing of hose line and the adequacies for fire flow demand and application rates, staffing needs for safe operations, considerations for defensive positioning and defensive operating postures must be considered, and it warrants repeating again; Reckless-Aggressive firefighting must be redefined in the built environment and associated with goal oriented tactical operations that are defined by risk assessed and analyzed tasks that are executed under battle plans that promote the best in safety practices and survivability within know hostile structural fire environment- with determined, effective and proactive firefighting.

Risk-Preferring and Self-indulging Firefighting
Don’t mistake determined, effective and proactive firefighting with that of reckless, baseless and risk-preferring and self-indulging firefighting. There is a difference, a big difference. When we address relationships of Building Construction, Command Risk Management and Fire Fighter Safety with the occupancy and structural environment, all personnel, regardless of rank, need to equate the occupancy risk with strategic and tactical incident action plans. These safely compliment the identified firefighting operation risk, with the projected building risk profile and interface appropriate behavioral characteristics in the task level firefighting activities. Again, equating building, occupancy risk profiles with determined, effective and proactive firefighting.

The traditional attitudes and beliefs of equating aggressive firefighting operations in all occupancy types coupled with the correlating, established and pragmatic operational strategies and tactics MUST not only be questioned, they need to be adjusted and modified; risk assessment, risk-benefit analysis, safety and survivability profiling, operational value and firefighter injury and LODD reduction must be further institutionalized to become a recognized part of modern firefighting operations.

It’s no longer just brute force and sheer physical determination that define structural fire suppression operations. Aggressive firefighting must be redefined and aligned to the built environment and associated with goal oriented tactical operations that are defined by risk assessed and analyzed tasks that are executed under battle plans that promote the best in safety practices and survivability within know hostile structural fire environments. Consider the following definitions as they relate to defining structural combat fire suppression operations.

Aggressive and Measured Approach.
Aggressive: Assertive, bold, and energetic, forceful, determined, confident, marked by driving forceful energy or initiative, marked by combative readiness, assured, direct, dominate…

Measured: Calculated; deliberate, careful; restrained, think, considered, confident, alternatives, reasoned actions, in control, self assured, calm…

You be the judge as to what should be appropriately defining interior fire suppression operations.

It’s all about understanding the building-occupancy relationships and integrating; construction, occupancies, fire dynamics and fire behavior, risk, analysis, the art and science of firefighting, safety conscious work environment concepts and effective and well-informed incident command management. This is what it’s going to take to truly provide a means for “everyone to go home”.

Occupancy Risk not Occupancy Type
Many of today’s incident commanders, company officers and firefighters lack the clarity of understanding and comprehension that correlate to the inherent characteristics of today’s buildings, construction and occupancies. We assume that the redundancy of our operations and incident responses equates with predictability and diminished risk to our firefighting personnel.

Our current generation of buildings, construction and occupancies are not as predictable as past conventional construction, therefore risk assessment, strategies and tactics must change to address these new rules of structural fire engagement. You need to gain the knowledge and insights and to change and adjust your operating profile in order to safe guard your companies, personnel and team compositions. Again strategic firefighting operations; Strategies and tactics must be based on occupancy risk not occupancy type.
With this being stated, another primary consideration that must be deliberated and changed as it relates to firefighting and the built environment is the long held fire service tradition and practice of Structural Fire Alarm Response (resources) Assignments being based upon the Occupancy Type. Sending the two Engine Companies and one Truck Company assignment with a Battalion Chief and a RIT team to a reported structure fire in an occupied single family residential structure; is not acceptable.

As previously stated; the rules for structural fire engagement have changed. Structural Fire Alarm Response (resources) Assignments should be based upon the Risk Profile the occupancy has related to Building construction, systems and projected or determined fire loading. Sending the four Engine Companies, two Truck Companies, a manpower Heavy Rescue Company, two additional Battalion Chiefs, a Safety Officer and support staff assignment with the assigned Battalion Chief on the alarm assignment to a reported structure fire in an occupied single family residential structure, that happens to be 5000 square feet in size with ESS components; IS Acceptable.

• There is an acute understanding and corollary of technical knowledge and inter reliance on occupancies, construction, strategy, tactics, risk, safety, physics, engineering and fire suppression theory, This is a fact.
• Previous, historical parameters and Building/Structural Performance always provides a postulated measurement to gauge operational tasks and form the basis for the Incident Action Plan. These parameters must be recognized and integrated
• There is a need to integrate performance based incident indicators derived from engineering, physics, fire dynamics, historical and statistical basis
• Basic Size-Up is Antiquated for Firefighting and the Built Environment. – Start Thinking in terms of Dynamic Risk Assessment and Command Risk Management
• USFA Annual Report on Firefighter Fatalities in the United States; “More firefighters using an aggressive interior attack in enclosed structures die more often, in greater numbers, and with greater multiple line-of-duty deaths than those using the same tactical approach in opened structure fires.”

Start integrating an understating of Fire Dynamics and Fire Behavior and the impact on structural integrity and operational deployment

Situational Awareness and Risk Assessment
Situation Awareness related to Building Construction, Command Risk Management and Firefighter Safety is another mission critical element. Situation Awareness (SA) is the perception of environmental elements within a volume of time and space, the comprehension of their meaning, and the projection of their status in the near future. It is also a field of study concerned with perception of the environment critical to decision-makers in complex, dynamic situations and incidents. Both the 2006 and 2007 Firefighter Near-Miss Reporting System Annual Reports identified a lack of situational awareness as the highest contributing factor to near misses reported.

Situation Awareness involves being aware of what is happening around you at an incident scene to understand how information, events, and your own actions will impact operational goals and incident objectives, both now and in the near future. Lacking SA or having inadequate SA has been identified as one of the primary factors in accidents attributed to human error (Hartel, Smith, & Prince, 1991) (Nullmeyer, Stella, Montijo, & Harden, 2005). Situation Awareness becomes especially important in the structural fire suppression and firefighter domains where the information flow can be quite high and poor decisions can lead to serious consequences. Dynamic Risk Assessment is commonly used to describe a process of risk assessment being carried out in a changing or evolving environment, where what is being assessed is developing as the process itself is being undertaken. This is further problematical for the Incident Commander when confronted with competing or conflicting incident priorities, demands or distractions before a complete appreciation of all mission critical or essential information and data has been obtained. The dynamic management of risk is all about effective, informed and decisive decision making during all phases of an incident at a structural fire.

To the Incident Commander, fire officer or firefighter, knowing what’s going on around you, in and around the building structure and understanding the consequences of building, construction, assembly, fire load and fire development and growth is mission critical to incident stabilization and mitigation and profoundly crucial in terms of personnel safety.The integration of Situational Awareness and Dynamic Risk Assessment related to the building and occupancy is a mission critical element in managing structural fires and in the strategic command management and company level tactical operations as we go forward into the next decade. Traditional phased incident scene size-up and monitoring is antiquated and no longer appropriate or applicable to modern fire service operations.Situational awareness is a combination of attitudes, previously learned knowledge and new information gained from the incident scene and environment that enables the strategic commanders, decision-makers and tactical companies to gather the information they need to make effective decisions that will keep their firefighters and resources out of harm’s way, reducing the likelihood of adverse or detrimental effects.

Command and company officers and firefighters MUST understand the building, the occupancy features and the inherent impact of fire within and on the structure, AND be able to identify, communicate and take actions necessary to support the incident action and battle plans, mitigate incident conditions and provide for continuous safety protection to themselves, their team, their company and the entire alarm assignment operating at the incident scene.

It’s Not about Our Entertainment Value
When we focus our attention on the interdependent functional domains of Building Construction, Command Risk Management and Fire Fighter Safety and the essence of combat structural fires; Structural firefighting is what it’s all about, is it not? The reason we have such veneration for firefighting and the fire service and all it entails; has a lot to do with going into burning buildings and fighting fire. We enjoy it tremendously; because of who we are and what we do-as firefighters. But, firefighting has its adverse consequences, with all too familiar costs, in the form of injuries, debilitating accidents and line of duty deaths.

As a firefighter, to say that we love firefighting would be an understatement, but one issue that we need to address is the fact that there are many individual firefighters, companies and organizations that employ fireground operational practices that promote the “enjoyment and entertainment” of working a good job within the occupancy compartment of a structural fire in the building environment.-Staying too long in the wrong place, operating tactically in an adverse environment with known hazards that does not have value, for nothing other than the enjoyment of nozzle time and operating time in the fire.

Fire suppression tactics must be adjusted for the rapidly changing methods and materials impacting all forms of building construction, occupancies and structures. The need to redefine the art and science of firefighting is nearly upon us. Some things do stand the test of time, others need to adjust, evolve and change. Not for the sake of change only, but for the emerging and evolving buildings, structures and occupancies being built, developed or renovated in our communities.

If the fire service can significantly increase proficiencies in building knowledge and equate that to other fundamental operational aspect in structural fire operations, then there would be a direct enhancement to firefighter safety, through injury and LODD reduction. If we understand buildings, occupancies and construction, and balance this with our understanding of fire dynamics and orchestrate it with appropriate strategies, tactics and command management, then we made the new safety equation work; Building Knowledge = Firefighter Safety (Bk=F2S). It’s all about the Structural Anatomy of Buildings.

The Rules for Combat Structural Fire Suppression Have Changed: Did anyone Tell You?

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3-29-2009 12-58-50 PMOur buildings have changed; the structural systems of support, the degree of compartmentation, the characteristics of materials and the magnitude of fire loading. The structural anatomy, predictability of building performance under fire conditions, structural integrity and the extreme fire behavior; accelerated growth rate and intensively levels typically encountered in buildings of modern construction during initial and sustained fire suppression have given new meaning to the term combat fire engagement.

The rules for combat structural fire suppression have changed, but we have yet to write the rule book from which the new games plans must be derived. We seek the elusive “Rosetta stone” that aligns and interprets the emerging and traditionalist acumen related to fire stream effectiveness, flow rates, cooling capacity, extreme fire behavior and fire dynamics, compartment fire theory, propagation and cooling capacity and tactical deployment all relate towards defining an engineering approach to firefighting tactics versus the manual, labor-driven tactics of line deployment and rudiment placement of water on a fuel source within the fire compartment (room).

It’s no longer just brute force and sheer physical determination that defines structural fire suppression operations. It begs to suggest that many of today’s incident commanders, company officers and firefighters lack the clarity of understanding and comprehension that correlate to the inherent characteristics of today’s buildings, construction and occupancies and the need for refined engine company operations within the modern building construction setting. We assume that the routiness or successes of our operations and incident responses equates with predictability and diminished risk to our firefighting personnel.

The work of such notable suppression theory pioneers as P. Grimwood, E. Hartin, S. Särdqvist and S. Svennson and the concepts surrounding 3D firefighting, B-SAHF and other emerging research from the NIST and UL are areas that today’s discerning and progressive fire officer and commanders must become well-informed and conversant. The quantitative scientific data and emerging concepts from continuing research and testing such as the NIST’s Wind Drive Fire Studies and UL’s The Structural Stability of Engineered Lumber in Fire Conditions are providing enlightenment on fire development, fuel controlled and ventilation controlled fire development, operational time-duration parameters and degradation and failure mechanisms related to compromise and structural collapse in occupancies.

Our current generation of buildings, construction and occupancies are not as predictable as past conventional construction, therefore risk assessment, strategies and tactics must change to address these new rules of combat structural fire engagement.

  • Building Construction Systems
    • Heritage
      • Pre-1919
    • Legacy
      • 1920-1949
    • Conventional
      • 1950-1979
    • Engineered
      • 1980-2010
    • Hybrid
    • Chameleon

The fundamental compartment that comprised a typical room configuration in terms of area (square footage), volume (height/Width), furnishings (fire load package) and materials of construction (structural anatomy) found within conventional, legacy or heritage construction provided predictability in terms of fire suppression, fire behavior, operational time and survivability (civilian/firefighter). The dramatic changes since the early 1980’s in the evolution of modern building construction and the institutionalization of engineered structural systems (ESS) have created compartment (room) areas in excess 500 SF, volumes that are open and spaciously interconnected to other habitable space, fire load packages that create extreme fire behavior, compromising structural stability in shorter time spans creating decreasing interior operational time and requiring increasing fire flow rates and volume to sustain requisite extinguishment demands.

Commanders and Company Offices need to gain new insights and knowledge related to the modern building occupancy and to modify and adjust operating profiles in order to safe guard companies, personnel and team compositions. Strategies and tactics must be based on occupancy risk not occupancy type and must have the combined adequacy of sufficient staffing, fire flow and nozzle appliances orchestrated in a manner that identifies with the fire profiling, predictability of the occupancy profile and accounts for presumed fire behavior. Today’s engine company operations and fire suppression theory has to progress beyond the pragmatic approaches to fire suppression such as “Big Fire-Big Water principle.

When we look at various buildings and occupancies, past operational experiences; those that were successful, and those that were not, give us experiences that define and determine how we access, react and expect similar structures and occupancies to perform at a given alarm in the future. Naturalistic (or recognition-primed) decision-making forms much of this basis. We predicate certain expectations that fire will travel in a defined (predictable) manner that fire will hold within a room and compartment for a predictable given duration of time; that the fire load and related fire flows required will be appropriate for an expected size and severity of fire encountered within a given building, occupancy, structural system; in addition to having an appropriately trained and skilled staff to perform the requisite evolutions.

Executing tactical plans based upon faulted or inaccurate strategic insights and indicators has proven to be a common apparent cause in numerous case studies, after action reports and LODD reports. Our years of predictable fireground experience have ultimately embedded and clouded our ability to predict, assess, plan and implement incident action plans and ultimately deploy our companies-based upon the predictable performance expected of modern construction and especially those with engineered structural systems.

If you don’t fully understand how a building truly performs or reacts under fire conditions and the variables that can influence its stability and degradation, movement of fire and products of combustion and the resource requirements for fire suppression in terms of staffing, apparatus and required fire flows, then you will be functioning and operating in a reactionary manner, that is no longer acceptable within many of our modern building types, occupancies and structures. This places higher risk to your personnel and lessens the likelihood for effective, efficient and safe operations. You’re just not doing your job effectively and you’re at RISK. These risks can equate into insurmountable operational challenges and could lead to adverse incident outcomes. Someone could get hurt, someone could die, it’s that simple; it’s that obvious.

Considerations for changing fire flow rates, the sizing of hose line and the adequacies for fire flow demand and application rates, staffing needs for safe operations, considerations for defensive positioning and defensive operating postures must be considered, and it warrants repeating again; Reckless-Aggressive firefighting must be redefined in the built environment and associated with goal oriented tactical operations that are defined by risk assessed and analyzed tasks that are executed under battle plans that promote the best in safety practices and survivability within known hostile structural fire environments- with determined, effective and proactive firefighting

  • Doctrine of Combat Fire Engagement
    • Predictive Strategic Process
    • Tactical Deployment Model
    • Dynamic Tactical Deployment
    • Performance Indicators and Street Aides
      • Fire Dynamics
      • Resistance
      • Resilience
      • Structural Systems
      • Occupancy Hazard Profiles

The traditional attitudes and beliefs of equating aggressive firefighting operations in all occupancy types coupled with the correlating, established and pragmatic operational strategies and tactics must not only be questioned, they need to be adjusted and modified; risk assessment, risk-benefit analysis, safety and survivability profiling, operational value and firefighter injury and LODD reduction must be further institutionalized to become a recognized part of modern firefighting operations.

Aggressive firefighting must be redefined and aligned to the built environment and associated with goal oriented tactical operations that are defined by risk assessed and analyzed tasks that are executed under battle plans that promote the best in safety practices and survivability within known hostile structural fire environments.

Our current generation of buildings, construction and occupancies are not as predictable as past conventional or legacy construction and occupancies;

  • Risk assessment, strategies and tactics must change to address these new rules of structural fire engagement.
  • You need to gain the knowledge and insights and to change and adjust your operating profile in order to safe guard your companies, personnel and team compositions.
  • Again strategic firefighting operations; Strategies and tactics must be based on occupancy risk not occupancy type.

The following are quotes from Fire Chief Anthony Aiellos (ret) Hackensack (NJ) Fire Department, Fire Chief during the Hackensack Ford Fire, July, 1988…

“If you don’t fully understand how a building truly performs or reacts under fire conditions and the variables that can influence its stability and degradation, movement of fire and products of combustion and the resource requirements for fire suppression in terms of staffing, apparatus and required fire flows, then you will be functioning and operating in a reactionary manner. This places higher risk to your personnel and lessens the likelihood for effective, efficient and safe operations. You’re just not doing your job effectively and you’re at RISK. These risks can equate into insurmountable operational challenges and could lead to adverse incident outcomes”.

As a Company or Command Officer, how have your skill sets as well as your attitudes towards combat fire suppression operations have changed. Are you still thinking in terms of “old school” tactics and operations? (Think carefully before you answer….because there’s more to this reply than you think). I’ve asked this question before: “What do you truly know about building construction, fire dynamics and risk profiling?” Have you spent the time to become knowledgeable on rapid changes that have evolved within the building construction industry? Have you taken a good look around your district? If you haven’t, maybe It’s time…remember you have a company or a contingent of companies that are counting on you to make the right call at that next structural fire incident.

Learning from the Past: Five Alarm Church Fire and Collapse leads to two Line of Duty Deaths (LODD) and Twenty-Nine Fire Fighter Injuries three hours into the incident

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200417P1Six years ago on March 13, 2004, two career firefighters with the City of Pittsburg (PA) Fire Bureau were fatally injured during a structural collapse of a bell tower at the Ebenezer Baptist Church fire. Battalion Chief Charles G. Brace (55 years of age) was acting as the Incident Safety Officer and Master Firefighter Richard A. Stefanakis (51 years of age) was performing overhaul, extinguishing remaining hot spots inside the church vestibule when the bell tower collapsed on them and numerous other fire fighters. Twenty-three fire fighters injured during the collapse were transported to area hospitals. A backdraft occurred earlier in the incident that injured an additional six fire fighters. The collapse victims were extricated from the church vestibule several hours after the collapse. The victims were pronounced dead at the scene. A total of twenty-nine other fire fighters were injured during the incident. 

The Structure
The church was a National Historic Landmark that was built in 1875. The building was still in use as a house of worship and school at the time of this incident. The exterior construction was masonry with several courses of red brick covered with stone. The building foundation was approximately 120 x 70 feet and approximately 50 feet to the roof line. The pitched roof was covered with asphalt shingles and supported by heavy timber roof trusses. The stone façade exterior of the structure was added during a renovation in the 1930s. This renovation also included the addition of a 115 foot bell tower capped with four spires. The bell tower was not a stand-alone structure, but was supported by steel I-beams with a brick and stone façade that was connected into the southwest corner of the original church.

The church had four levels. The entry level or ‘Cay Cee Level’ had the main assembly area with a performance stage, a kitchen and two bathrooms. The top floor was the ‘Sanctuary Level’ which contained the pulpit, choir section, baptismal pool, and balcony. The basement or ‘King Level’ had several meeting rooms, three bathrooms, a computer room, a boiler room, and an electrical room. (Note: An unfinished sub-basement was also present with three rooms).

The church had an attached annex added to the eastern side of the original structure in 1994. The annex was approximately 60 x 45 feet in size and the three story addition contained an elevator that served the entire church. The annex was attached to the original structure via hallways on each floor with a central elevator shaft. On the first floor was a chapel, five offices and a bathroom. The second floor had nine meeting rooms. The third floor contained a fellowship hall, a kitchen and bathrooms.

The Fire

The fire occurred on a Saturday morning as parishioners were preparing to have breakfast. The church staff noticed smoke coming from an electrical outlet. When the pastor went to investigate in the electrical room located in the basement, he found heavy smoke. Building occupants called 911 and reported an electrical fire. Building occupants had evacuated the church prior to the arrival of fire fighters.

The origin of the fire was in the basement ceiling located in the front southwest corner of the church within an electrical/computer room. The actual ignition mechanism of the fire was unable to be determined. The fire spread horizontally through the concealed space between the basement ceiling and first floor. The fire then spread vertically via concealed wall spaces to the structural members, framing and interior furnishings.

There were approximately 70 fire fighters and 13 apparatus on scene during the 4th alarm response when the bell tower collapse occurred at 1213 hours.

At 0845 hours, an alarm was received for an electrical fire at a church. The 1st Alarm assignment included three engine companies, a truck company, another engine company to serve as the RIT team, an acting Battalion Chief as the IC, a Battalion Chief as the Incident Safety Officer (ISO), a Mobile Air Truck used to fill SCBA air tanks and a Safety Unit that maintains command status and fire fighter accountability boards.

  • Engine 4 (E4) was the first company on scene at 0850 hours. The apparatus was positioned in front of the church and the crew reported seeing light to moderate smoke inside the church. The church pastor told the crew that the building had been evacuated and that the smoke was coming from the electrical room in the basement.
  • The crew advanced a 1 ¾-in hand line through the front southeast entrance and down the stairs to the basement. Once in the basement, the crew was met with intense heat and thick black smoke. The crew could not see any flame but heard crackling sounds that they localized to the ceiling above them.
  • The crew then attempted to open the ceiling, but heavy plaster and lathe construction hindered their efforts.
  • Truck 4 (T4) also arrived on scene at 0850 hours and positioned the apparatus in the parking lot. The crew was preparing to raise the aerial ladder to the roof and begin ventilation when the IC ordered them to open the floor on the first floor above the fire.
  • Once on the first floor, the crew started using a chainsaw and immediately began to experience problems with the saw stalling. (Note: It is believed that the interior smoke conditions and a lack of oxygen caused the gas-powered saw to stall out rendering it unusable.)
  • The crew switched to axes and started chopping the floor. The E4 crew could hear the axe strikes above them from the basement below.
  • Engine 5 (E5) arrived on scene at 0851 hours and established water supply to E4. The crew advanced another 1 ¾-in hand line to the basement to back up the E4 crew.
  • Engine 10 (E10) arrived on scene at 0852 hours and established a second water supply. The crew advanced a 1 ¾-in hand line to the first floor to back up the T4 crew and assisted in opening the floor.
  • Both crews experienced heavy smoke conditions upon entering the church.

A 2nd Alarm was requested for additional manpower by Victim #1 at 0900 hours and the assignment included two engine companies, a truck company and the Deputy Chief. Prior to the 2nd Alarm being dispatched, the Deputy Chief was already en-route and upon arrival at 0900 hours conducted a size-up and was briefed by Officers. The Deputy Chief assumed IC while the Acting Battalion Chief became the Operations Chief and Chief Brace became the ISO.

A 3rd Alarm was requested by the IC at 0911 hours and the assignment included three additional engine companies and the Assistant Chief. Since the exact seat of the fire was still not located, the IC made a special request for Engine 29 (E29) to bring a thermal imaging camera (TIC) to the scene. (Note: At the time of this incident, the department had only one TIC, a unit that was on loan from the manufacturer.)

At 0919 hours (approximately 30 minutes into the incident), the IC called for an evacuation and an accountability check based on the deteriorating interior conditions.

  • All firefighters on the interior attack crews reported outside to the Safety Unit for the accountability check. After all personnel were accounted for at 0925 hours, the IC continued the interior attack with crews located in the basement and on the first floor.
  • The E12 Officer reported to command that they had located the fire in the basement prior to the accountability check; they were ordered to continue fire suppression with E4 acting as back-up.
  • Both crews re-entered the basement and began to extinguish the fire.
  • The E12 Officer reported that soon after they began to spray water, the basement went “black, totally black, like the fire left.” He immediately yelled for everyone to back out. Some fire fighters reported hearing a “big, loud whistle” followed by a bang.

At 0928 hours, a major backdraft occurred that injured six fire fighters. The E4 Officer who was standing at the top of the stairwell was blown out of the building into the street by the force of the backdraft. The E4 Officer suffered bruises and facial burns. The E12 crew in the basement was beginning to back out when roaring fire rolled over top of them knocking them down.

  • They quickly climbed the steps and exited the church with their bunker gear smoldering. The E12 Officer received burns on his back, hands and face; an E12 fire fighter received hand and facial burns and another E12 fire fighter received facial burns.
  • The E11 Officer and E11 fire fighter were venting windows from a ground ladder against the wall on the western exterior when they saw that smoke was puffing in and out of the windows. They heard a load roar and started to run, but the force of the backdraft blew them across the street.
  • Fire fighters immediately began administering first aid to the injured and the IC ordered an evacuation and accountability check. The accountability check was quickly conducted by the Safety Unit and all fire fighters were accounted for by 0929 hours. Five of the injured fire fighters were transported by ambulance to a metropolitan trauma/burn center.
  • Fire fighters from Truck 14 did not reenter the church but were ordered to set up a positive pressure ventilation fan in a window in the front of the church. (Note: This task was not completed prior to the backdraft.)

A 4th Alarm was requested by the IC at 0931 hours and the assignment included two additional engine companies, the Chief, a Communications Officer, and another Battalion Chief as an additional ISO.

  • For the next several hours, both ISOs were working their sectors and updating the IC with progress reports.
  • At 0948 hours (approximately 1 hour into the incident), heavy smoke was reported throughout the church and the IC changed tactics to a defensive attack and removed all personnel from the building. Numerous master steam appliances and hand lines were operated from all exposure sides in an attempt to extinguish the fire in the church and protect the annex.
  • At 0949 hours, fire was present throughout the western side of the church.
  • At 1007 hours, heavy black smoke was observed in the eastern side and at 1009 hours, fire was breaking through the roof.
  • At 1031 hours, there was heavy fire throughout the church
  • At 1048 hours (approximately 2 hours into the incident), the roof was completely burnt away and companies were continuing with “surround and drown” operations.
  • At 1148 hours, the IC ordered all exterior hose streams shut down. One ISO left the immediate scene as instructed by the Assistant Chief to impound the fire gear of the fire fighters injured in the back draft. The IC met with company officers and discussed overhaul operations to extinguish the remaining pockets of fire.

At 1213 hours (approximately 3½ hours into the incident), the church bell tower collapsed sending large chunks of stone, brick, heavy wooden timbers, and other debris crashing through the vestibule trapping both victims under debris.

  • Other fire fighters operating in the vestibule recall that heavy timbers and wood boards broke through the ceiling and then the entire ceiling came down. Several fire fighters reported narrowly escaping from the collapse. Fire fighters standing outside of the church were showered with falling debris that injured numerous fire fighters.
  • The collapse caused some of the heavy timber roof trusses to fail. Falling roof trusses struck several fire fighters and one fire fighter became trapped. The fire fighters made an urgent radio transmission for assistance and requested rescue equipment. Their call went unanswered due to command being incapacitated.
  • At 1214 hours, an arson Officer radioed to dispatch that a major collapse had occurred and requested a 5th alarm for additional manpower to assist with rescue efforts. The 5th alarm assignment included three additional engines and two additional truck companies. Fire fighters immediately began administering first aid and transporting injured fire fighters to ambulances. Upon hearing of the collapse over the radio, the other ISO returned to the immediate scene from impounding the fire gear from injured fire fighters.
  • The ISO, assisted by an officer of the Safety Unit, conducted an accountability check a short time after the collapse and verified that Victim #1 and Victim #2 were missing. Twenty three fire fighters were injured during the collapse and transported to area hospitals.

According to the NIOSH Report F2004-017 (HERE) investigators concluded that, to minimize the risk of similar occurrences, fire departments should perform the following;

  • Ensure that an assessment of the stability and safety of the structure is conducted before entering fire and water-damaged structures for overhaul operations
  • Establish and monitor a collapse zone to ensure that no activities take place within this area during overhaul operations
  • Ensure that the Incident Commander establishes the command post outside of the collapse zone
  • Train fire fighters to recognize conditions that forewarn of a backdraft
  • Ensure consistent use of personal alert safety system (PASS) devices during overhaul operations
  • Ensure that pre-incident planning is performed on structures containing unique features such as bell towers
  • Ensure that Incident Commanders conduct a risk-versus-gain analysis prior to committing fire fighters to an interior operation, and continue to assess risk-versus-gain throughout the operation including overhaul
  • Develop standard operating guidelines (SOGs) to assign additional safety officers during complex incidents
  • Provide interior attack crews with thermal imaging cameras
  • Municipalities should enforce current building codes to improve the safety of occupants and fire fighters

References and follow up;

NIOSH Report F2004-017           March 13, 2004

Career battalion chief and career master fire fighter die and twenty-nine career fire fighters are injured during a five alarm church fire – Pennsylvania

NIOSH REPORT 2009-100: Fire Fighter Fatality Investigation and Prevention Program: Leading Recommendations for Preventing Fire Fighter Fatalities, 1998–2005

NIOSH ALERT 2009-146: NIOSH Alert: Preventing Injuries and Deaths of Fire Fighters due to Structural Collapse (1999)

 
Ebenezer tragedy scoured for whys of fire, fatalities. Read more: http://www.post-gazette.com/pg/04117/306737-85.stm#ixzz0iM1F6Zep
 

What do you know about Building Construction?

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BKFFSWhat do you know about Building Construction?
Regardless of your rank or time in your organization or company; what do YOU know about building construction? It’s a loaded question to say the least, since the characteristic replies run the gamete of what one thinks they know versus what they actually know. I had the opportunity to lecture in different regions around the country over the past four weeks doing a series of programs on building construction, command risk management and firefighter safety. I say this to frame into context the following. When discussing strategic and tactical operational issues related to combat structural fire operations in the built environment, the majority of personnel, when asked “what type of formal training or instruction have they received in the areas of building construction?”; the majority of replies was typical- NONE, or in varied instanced; a seminar, maybe a weekend field class, or what they received in recruit school. There were some who indicated they had completed a college level course or some more comprehensive single course delivery.

At the minimum, as a company or command officer you must have a soild and fundamental understanding of building construction in order for you to safely and effectively do your job. It’s that simple, it’s that clear, it’s that important.

This common theme is distressing on a number of levels. First and foremost, do you think that, we as firefighters when tasked with the distinctive job of fighting fires in buildings and occupancies; that we should know intimately how a building is constructed, it’s materials and methods of construction, what systems and assemblies hold it in place. How fire loading, dynamics, behavior, intensity and travel and will affect a structure in terms of impingement, propagation, compromise, integrity and collapse. A solid and well versed knowledge base on building construction is an essential and fundamental element in all operational assignments at fires involving a structure and occupancy. Do you think it is anything less?

Knowledge and proficiencies related to building construction are formulative to all strategic, tactical and task level assignments. Without understanding the building-occupancy relationships and integrating; construction, occupancies, fire dynamics and fire behavior, risk, analysis, the art and science of firefighting, safety conscious work environment concepts and effective and well-informed incident command management, company level supervision and task level competencies; You are derelict and negligent and “not “everyone may be going home”.

Take a look at local, regional or national level training offerings and opportunities. Check out on-line offerings and select from the many seminar programs being offered related to building construction, risk management , structural systems, fire dynamics and fire behavior that integrate construction , strategies, tactics, safety, and operational relevant to today’s fireground risks and operational parameters.

Remember, Building Knowledge = Firefighter Safety.

Understanding Buildings, Performance & Fire Operations-Random Thoughts

• There is an acute corollary of technical knowledge and inter reliance on occupancies, construction, strategy, tactics, risk, safety, physics, engineering and fire suppression theory…FACT!

• There are Fundamental Domains that can be applied

• The Rules of Combat Structural Firefighting have changed; Didn’t anyone tell you?

• What about; Structures, Occupancy Types, Construction, Systems, Materials, Size, Height, Dimensions, Volumes, Vintage, Square footage, Resistance, Combustibility, Fire Loadings, Hazards, Occupancy Loads, Compartments, Barriers, Defenses, Protective’s, Inherent, Style, Design, Features, Appearance, Form, Façade, Deceptions, Assumptions, Distance, Proximity, Exposure, Access, Restrictive, Limiting, Vulnerable, Risk, Value, Operations and Safety. What do these mean to you?

• Do you equate the true limitations of time related to occupancy, structure and fire dynamics and fire load? Or is it just stretching the line and getting in…?

• Do you truly integrate occupancy risk with operational deployment and task assignments?

• Does your Incident action plan (IAP) reflect dynamic risk assessment related to the structure and occupancy?

• Modern building construction is no longer predicable; Do you an appreciation of what impact this has on your strategic or tactical operations?

• Command & company officer technical knowledge may be diminished or deficient in the areas of building construction; Does your organization have gaps in this area? If so, what can you do to close those gaps and reduce the risk?

• Technological Advancements in construction and materials have exceeded conventional fire suppression practices, yet we still advocate, train and practice antiquated firefighting principles.

• Some fire suppression tactics are faulted or inappropriate, requiring innovative models and methods.

• Fire Dynamics and Fire Behavior is not considered during fireground size-up and assessment

Risk Management related to building structure and occupancy is either not practiced or willfully ignored during most incident operations

• Nothing is going to happen to me (us); “we’ve been fighting fires the same way for the past thirty years and we’ve done OK. We don’t need any of this stuff”. Sound familiar; what do you think?

Some additonal insights; HERE, HERE, HERE, HERE and HERE

360 DEGREES OF SEPARATION

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2-21-2009 8-21-40 AMThe fireground often has competing or conflicting incident priorities, demands or distractions before a complete appreciation of all mission critical or essentialinformation and data has been obtained. The effective assessment of the incident scene is much more than the three-sided size-up methodology of past fireground practices. In fact the term size-up doesn’t align with the newest directions in firefighter safety and incident command management.

The 360 degree assessment has become the generally accepted standard from which risk assessment is performed and incident action plans derived. The fact that many LODD case studies and reports repeatedly indicate the lack of an effective 360 degree assessment of the incident scene where structural fire engagement is being initiated was a contributing factor or may have contributed to a different incident outcome. Think about the effectiveness and value that the 360 ◦ Degree assessment brings to the development of an effective and valid incident action plan and the tactics that are driven by those identified and assumed assessment indicators. The question is: Are you conducting a 360 upon arrival, and if not WHY?

Seeing Clearly: Cleaning your “Glasses”

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1110817724023_2Commanders and Company Offices need to gain new insights and knowledge related to the modern building occupancy and to modify and adjust operating profiles in order to safe guard companies, personnel and team compositions. Strategies and tactics must be based on occupancy risk not occupancy type and must have the combined adequacy of sufficient staffing, fire flow and nozzle appliances orchestrated in a manner that identifies with the fire profiling, predictability of the occupancy profile and accounts for presumed fire behavior. Today’s engine company operations and fire suppression theory has to progress beyond the pragmatic approaches to fire suppression such as “Big Fire-Big Water principle.

When we look at various buildings and occupancies, past operational experiences; those that were successful, and those that were not, give us experiences that define and determine how we access, react and expect similar structures and occupancies to perform at a given alarm in the future. Naturalistic (or recognition-primed) decision-making forms much of this basis. We predicate certain expectations that fire will travel in a defined (predictable) manner that fire will hold within a room and compartment for a predictable given duration of time; that the fire load and related fire flows required will be appropriate for an expected size and severity of fire encountered within a given building, occupancy, structural system; in addition to having an appropriately trained and skilled staff to perform the requisite evolutions.

Executing tactical plans based upon faulted or inaccurate strategic insights and indicators has proven to be a common apparent cause in numerous case studies, after action reports and LODD reports. Our years of predictable fireground experience have at times clouded our ability to predict, assess, plan and implement incident action plans and ultimately deploy our companies-based upon the predictable performance expected of modern construction and especially those with engineered structural systems.

Today’s incident scene and structural fires are unlike those in past decades and will continue to challenge us operationally when confronted with structural fire engagement and combat operations. Operationally, we need to be doing the right thing, for the right reason in the right place to increase our safety and incident survivability.

The built-environments that form and shape our response districts and communities pose unique challenges to the day-to-day responses of fire departments and their subsequent operations during combat structural fire engagement. With the variety of occupancies and building characteristics present, there are definable degrees of risk potential with recognizable strategic and tactical measures that must be taken.

Although each occupancy type presents variables that dictate how a particular incident is handled, most company operations evolve from basic strategic and tactical principles rooted in past performance and operations at similar structures. This basis is based upon Predictability of Performance.

• Modern building construction is no longer predicable, But has defining predictability when taken in the context of structural compromise, integrity and inherent collapse
• Command & company officer technical knowledge may be diminished or deficient in the areas of building construction, fire dynamics and developing fire suppression therory for extreme fire behavior
• Technological Advancements in construction and materials have exceeded conventional fire suppression practices and mehtodologies
• Some fire suppression tactics are faulted or inappropriate, requiring innovative models and methods.
• Fire Dynamics and Fire Behavior is not considered during fireground size-up and assessment
• Risk Management is either not practiced or willfully ignored during most incident operations
• Some departments or officers show and indifference to safety and risk management
• Command & Company Officer dereliction
• Nothing is going to happen to me (us)

Situational Awareness and Risk Assessment

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8Situational Awareness and Risk Assessment
Situation Awareness related to Building Construction, Command Risk Management and Firefighter Safety is another mission critical element. Situation Awareness (SA) is the perception of environmental elements within a volume of time and space, the comprehension of their meaning, and the projection of their status in the near future. It is also a field of study concerned with perception of the environment critical to decision-makers in complex, dynamic situations and incidents. Both the 2006 and 2007 Firefighter Near-Miss Reporting System Annual Reports identified a lack of situational awareness as the highest contributing factor to near misses reported.

• Situation Awareness involves being aware of what is happening around you at an incident scene to understand how information, events, and your own actions will impact operational goals and incident objectives, both now and in the near future.

• Lacking SA or having inadequate SA has been identified as one of the primary factors in accidents attributed to human error.
• Situation Awareness becomes especially important in the structural fire suppression and firefighter domains where the information flow can be quite high and poor decisions can lead to serious consequences.
• Dynamic Risk Assessment is commonly used to describe a process of risk assessment being carried out in a changing or evolving environment, where what is being assessed is developing as the process itself is being undertaken.
• This is further problematical for the Incident Commander when confronted with competing or conflicting incident priorities, demands or distractions before a complete appreciation of all mission critical or essential information and data has been obtained.
• The dynamic management of risk is all about effective, informed and decisive decision making during all phases of an incident at a structural fire.

The integration of Situational Awareness and Dynamic Risk Assessment related to the building and occupancy is a mission critical element in managing structural fires and in the strategic command management and company level tactical operations as we go forward into the next decade.

• Traditional phased incident scene size-up and monitoring is antiquated and no longer appropriate or applicable to modern fire service operations.
• Situational awareness is a combination of attitudes, previously learned knowledge and new information gained from the incident scene and environment that enables the strategic commanders, decision-makers and tactical companies to gather the information they need to make effective decisions that will keep their firefighters and resources out of harm’s way, reducing the likelihood of adverse or detrimental effects.

Command and company officers and firefighters MUST understand the building, the occupancy features and the inherent impact of fire within and on the structure, AND be able to identify, communicate and take actions necessary to support the incident action and battle plans, mitigate incident conditions and provide for continuous safety protection to themselves, their team, their company and the entire alarm assignment operating at the incident scene.

Everyone on the incident scene MUST stay alert to changing conditions, obvious or latent conditions or escalating factors that require prompt identification, comprehension and appropriate implementation of actions. To the Incident Commander, fire officer or firefighter, knowing what’s going on around you, in and around the building structure and understanding the consequences of building, construction, assembly, fire load and fire development and growth is mission critical to incident stabilization and mitigation and profoundly crucial in terms of personnel safety. Maintain a three-sixty sphere of observation and awareness at all times.

A PDF Activity program is available at the following link HERE, that provides you with a series of incident scene images and questions that can be utilized for enhancing skill sets in the areas of Situational Awareness, Size-up and Risk Assessment and Profiling. It’s attached as a PFD File. If your interested in obtaining an electronic file as a Power Point Program, please submit an email request at; Christopher.naum@gmail.com

The New Rules of Engagement for Structural Firefighting

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12The International Association of Fire Chiefs (IAFC) is committed to reducing firefighter fatalities and injuries. As part of that effort, the IAFC Safety, Health and Survival (SHS) Section has developed DRAFT “Rules of Engagement for Structural Firefighting” to provide guidance to individual firefighters and incident commanders regarding risk and safety issues when operating on the fireground.

The intent is to provide a set of model procedures to be made available by the IAFC to fire departments as a guide for their own standard operating procedures development.

The direction provided to the project team by the Section leadership was to develop rules of engagement with the following conceptual points:

• Rules should be a short, specific set of bullets
• Rules should be easily taught and remembered
• Rules should define critical risk issues
• Rules should define “go” ‐ “no‐go situations
• A champion lesson plan should be provided

Early in development the rules of engagement, it was recognized that two separate rules were needed –one set for the firefighter, and another set for the incident commander. Thus, the two sets of rules of engagement described in this document. Each set has several commonly stated bullets, but the explanations are described somewhat differently based on the level of responsibility (i.e., firefighter vs. incident commanders). The reader may direct comments to Chief Gary Morris, the project lead, at mercurymorris@hotmail.com.

The originating IAFC Rules of Structural Engagement, HERE
IAFC Safety, Health and Survival Section Home Page,
HERE

360 Degrees of Separation

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2-21-2009 8-21-40 AM360 Degrees of Separation. The fireground often has competing or conflicting incident priorities, demands or distractions before a complete appreciation of all mission critical or essential information and data has been obtained. The effective assessment of the incident scene is much more than the three-sided size-up methodology of past fireground practices. In fact the term size-up doesn’t align with the newest directions in firefighter safety and incident command management.

The 360 degree assessment has become the generally accepted standard from which risk assessment is performed and incident action plans derived. The fact that many LODD case studies and reports repeatedly indicate the lack of an effective 360 degree assessment of the incident scene where structural fire engagement is being initiated was a contributing factor or may have contributed to a different incident outcome.

Think about the effectiveness and value that the 360 ◦ Degree assessment brings to the development of an effective and valid incident action plan and the tactics that are driven by those identified and assumed assessment indicators.The question is: Are you conducting a 360 upon arrival, and if not WHY?

Remember: All command and supervisory personal and operating companies must be able to recognize and appreciate the risks which are present at an incident in order to carry out an effective dynamic risk assessment. The 360 Degree assessment is a mission critical element for effective and safety incident operations.

Don’t for a moment think, “it takes too long to perform” or that you don’t have time to conduct, especially from a company officer perspective when you’re deploying and initiating tactical assignments. That extra minute to conduct a “three-sixty” may make all the difference in the world…..There may be three hundred and sixty degrees of safety margin that separate you and your company between injury or death….think about it.

Reloaded

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1birdseyelgb“It’s no longer just brute force and sheer physical determination that define structural fire suppression operations. Aggressive firefighting must be redefined and aligned to the built environment and associated with goal oriented tactical operations that are defined by risk assessed and analyzed tasks that are executed under battle plans that promote the best in safety practices and survivability within known hostile structural fire environments, while maintaining the values and traditions that defines the fire service.”- Christopher Naum

How does this fit into your “culture, values and philosophy?”

Vacant or Unoccupied: Tactical Risk and Safety

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1-13-2010 5-12-50 PMWe seem to do a lot of things at times out of common practice and repetition, you know; “We’ve always done it that way….” syndrome. There’s a resonating theme that is making its way around the fire service dealing with going to a defensive tactical posture at vacant or unoccupied structure fires.

This command posture leads to limiting interior operating engagement, while promoting a high degree of risk management.With that being said, there are also plenty of opinions on these types of policies as such, since this type of tactical effort may be contrary to the local “culture and traditions” of the responding agencies and may be a hard pill to swallow, since we’re in the job of “ fighting ALL fires..” Please refresh your memories on a past post on Tactical Entertainment HERE and HERE

Here are some basic definitions to keep us all on the same playing field;

Vacant; refers to a building that is not currently in use, but which could be used in the future. The term “vacant” could apply to a property that is for sale or rent, undergoing renovations, or empty of contents in the period between the departure of one tenant and the arrival of another tenant. A vacant building has inherent property value, even though it does not contain valuable contents or human occupants.

Unoccupied; generally refers to a building that is not occupied by any persons at the time an incident occurs. An unoccupied building could be used by a business that is temporarily closed (i.e. overnight or for a weekend). The term unoccupied could also apply to a building that is routinely or periodically occupied; however the occupants are not present at the time an incident occurs. A residential structure could be temporarily unoccupied because the residents are at work or on vacation. A building that is temporarily unoccupied has inherent property value as well as valuable contents.

The question today is this. As a responding company, you arrive at the scene of a vacant or unoccupied structure. The building’s construction features and systems have inherent risk associated with the occupancy, (as is the case with nearly all of our structures and occupancies).

Your company determines that you’re going to go defensive, even though you probably could make a reasonably safe entry and engage in interior structural fire suppression.

Would there be any repercussions in your station, battalion/district/community or organization if you took this tactic? What are YOUR personal thoughts on this form of risk management?

Some insights, HERE and HERE, HERE, HERE and HERE

Leading Recommendations for Preventing Fire Fighter Fatalities, 1998–2005

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2009100smNIOSH issues Report on: Leading Recommendations for Preventing Fire Fighter Fatalities, 1998–2005

The United States currently depends on approximately 1.1 million fire fighters to protect its citizens and property from losses caused by fire. Each year in the United States, approximately 100 fire fighters die in the line of duty. Sudden cardiac death is the leading cause of fatalities, followed by trauma. In 1998, Congress appropriated funds to the National Institute for Occupational Safety and Health (NIOSH) for a fire fighter safety initiative. As part of this initiative, NIOSH developed and implemented the Fire Fighter Fatality Investigation and Prevention Program (FFFIPP).

The overall goal of the NIOSH FFFIPP is to reduce the number of fire fighter fatalities. To accomplish this goal, NIOSH conducts investigations of line-of-duty fire fighter deaths to identify contributing factors and to generate recommendations for prevention.

This document is a synthesis of the 1,286 individual recommendations from the 335 FFFIPP investigations conducted from 1998 to 2005. We hope that the fire service will use this document as a resource and catalyst for developing, updating, and implementing effective policies, programs, and training to prevent fatalities among fire fighters.

Executive Summary
The report document summarizes the most frequent recommendations from the first 8 years of the NIOSH Fire Fighter Fatality Investigation and Prevention Program (FFFIPP). The overall goal of the program is to reduce the number of fire fighter fatalities.

Through 2005, the FFFIPP investigated 335 fatal incidents involving 372 fire fighter fatalities. The investigations encompassed a variety of circumstances such as cardiovascular-related deaths, motor vehicle accidents, structure fires, diving incidents, and electrocutions. Fatalities have been investigated in career, volunteer, and combination departments in both urban and rural settings throughout the United States.

This document shares the most common recommendations from the 335 investigations and more than 1,286 recommendations that were developed by NIOSH investigators. These recommendations were developed using existing fire service standards, guidelines, standard operating procedures, and other relevant resources over the first eight years of the program. Fire departments can use this document when developing, updating, and implementing policies, programs, and training for fire fighter injury prevention efforts.

Download or review the NIOSH Report HERE

BECOME SAFE

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1-5-2010 10-14-23 PMHow do you think these elements fit into the Big Picture during combat fire suppression operations at working structure fire?

What’s your experience gauge telling you as it related to these elements?

As a Company Officer it is imperative that you maintain a balanced operational safety perspective to ensure the safety and well being of your company and those personnel assigned under your oversight and management during incident operations.

You need to BECOME SAFE in the conduct of your operations during combat fire suppression missions.

 

 

  • Building

  • Evaluation

  • Construction/Occupancy

  • Operational Hazards

  • Manage-Time & Elements

  • Engagement

  • Situational Awareness

  • Assessment & Fluid Analysis

  • Fire Behavior & Effects

  • Evaluate & Execute

Company Fortitude & Courage to be Safety Conscious

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The Company

The Company

On any given day, at any give alarm, the dynamics around us at times may be in or out of our direct control. The ability of the Company Officer to identify and execute actions appropriate for the given situations and to also forecast, project and anticipate circumstances that may have less than desirable affects on the crews operations, integrity and survivability are paramount. 

The Compay must have the fortitude and courage to be both safety conscious and measured in the performance of thier sworn duties while maintaining the appropriate balance of risk and bravery. The demands and requirements of modern firefighting will continue to require the placement of personnel within situations and buildings that carry risk, uncertainty and inherent danger. As a result, risk management must become fluid and integrate all personnel, with the Company Officer having the highest level of accountability and responsibility.

Dynamic risks must be managed at the company level with a balanced approach of effective assessment, analysis and probability within company and command decision making that results in safety conscious strategies and tactics.

 

  • The demands and requirements of modern firefighting will continue to require the placement of personnel within situations and buildings that carry risk, uncertainty and inherent danger.
  • As a result, risk management must become fluid and integrate all personnel.
  • We must manage dynamic risks with a balanced approach of effective assessment, analysis and probability within command decision making that results in safety conscious strategies and tactics.

Make time this weekend and slide on over to the United States Fire Administration (USFA) web site HERE. USFA Report HERE. The United States Fire Administration (USFA) released the report Firefighter Fatalities in the United States in 2008.

An overview of the 118 firefighters that died while on duty in 2008:
The total breakdown included 66 volunteer, 34 career, and 18 Wildland agency firefighters. There were 5 firefighter fatality incidents where 2 or more firefighters were killed, claiming a total of 18 firefighters’ lives.26 firefighters were killed during activities involving brush, grass or Wildland firefighting, more than twice the number killed the previous year. Activities related to emergency incidents resulted in the deaths of 75 firefighters;

  • 28 firefighters died while engaging in activities at the scene of a fire.
  • 21 firefighters died while responding to, and 3 while returning from, emergency incidents.
  • 12 firefighters died while they were engaged in training activities.
  • 13 firefighters died after the conclusion of their on-duty activity.
  • Heart attacks were the most frequent cause of death for 2008 with 45 firefighter deaths

Take a look at the issues, the factors and the causes. Take the time to think about what you can personally do to make a change, and what your company or agency must do, to support LODD reduction.  Especially for those situations that are in OUR control.

  • Don’t forget about the resources at the Everyone Goes Home Program, HERE.
  • As well as the The Near Miss Reporting System, HERE
  • Take a look at the USFA Fallen Firefighter postings and read about the sacrifices made in 2009, HERE
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