Skip to content


Remembering the FDNY Father’s Day Fire- 2001

No comments

  June 17, 2001

Remembering  FDNY Father’s Day Fire-June 17, 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
  • FD NEWYORK, HERE
  •  Steve Spak, Photos, HERE
  • The Late, FDNY Firefighter Andy Fredrick’s Account, HERE
  • Online Service Accounts and Coverage, HERE

 

Colerain and Eleven Minutes to Mayday: Lessons from 2008 Resonate Today

No comments

Remembering the Sacrafice: Capt. Broxterman and FF Schira

On Friday, April 4, 2008 at 06:13:02 hours, what began as a routine response for Colerain Township Fire and EMS Engine 102 to investigate a fire alarm activation at 5708 Squirrels nest Lane, Colerain Township, Ohio resulted in the deaths of Colerain Township Captain Robin Broxterman and Firefighter Brian Schira.

Upon their arrival at the scene of the two-story wood framed, residential building working fire conditions existed in the basement. The initial attack team consisted of Broxterman, Schira, and one other firefighter. The team advanced a 1¾-inch attack hose line through the interior of the building for fire control.

Even though, they were provided with some of the most technologically advanced protective clothing for structural firefighting and self-contained breathing apparatus, it appeared that Broxterman and Schira were overwhelmed by severe fire conditions in the basement. 

During their attempt to evacuate the building, the main-level family room flooring system in which the two were traveling on collapsed into the basement trapping the firefighters. Eleven minutes elapsed from time of arrival to the catastrophic chain of events.

This is one of those distinctive reports that has influential and critical operational, training and preparedness elements embedded throughout the report. 

It’s apparent there continues to be common threads shared by this event from 2008 and other events and incidents in the past five years where a single of multiple firefighters have lost their lives due to similarities in the apparent and common cause deficiencies and short comings identified.

All company and command officers should read and comprehend the lessons learned. Then, take these new found insights and see what the gaps are at the personal level (yours or those you supervise) as well as the shift, group, station, battalion, division or department as a whole.

If there are gaps, then identify a way to implement timely changes as necessary so there are No History Repeating (HRE) events.

The importance of Reading the Building, taking the time to complete the three sixty and being combat ready and “expecting fire”.

Remember their sacrifice, so we can learn.

 

  • Past Post on CommandSafety.com with Report Narrative and Incident Details HERE

 

The following factors were believed to have directly contributed to the deaths of Captain Broxterman and Firefighter Schira:

  • A delayed arrival at the incident scene that allowed the fire to progress significantly;
  • A failure to adhere to fundamental firefighting practices; and
  • A failure to abide by fundamental firefighter self-rescue and survival concepts

 Although the aforementioned factors were believed to have directly contributed to their deaths, they might have been prevented if:

  • Some personnel had not been complacent or apathetic in their initial approach to this incident;
  • Some personnel were in a proper state of mind that made them more observant of their surroundings and indicators;
  • The initial responding units were provided with all pertinent information in a
  • timely manner relative to the incident;
  • Personnel assigned to Engine 102 possessed a comprehensive knowledge of their first-due response area;
  • A 360-degree size-up of the building accompanied by a risk – benefit analysis
  • was conducted by the company officer prior to initiating interior fire suppression operations;
  • Comprehensive standard operating guidelines specifically related to structural
  • firefighting existed within the department;
  • The communications system users (on-scene firefighters and those monitoring the incident) weren’t all vying for limited radio air time;
  • The communications equipment and accessories utilized were more appropriate for the firefighting environment;
  • Certain tactical-level decisions and actions were based on the specific conditions;
  • Personnel had initiated fundamental measures to engage in if they were to become disoriented or trapped inside a burning building; and
  • Issued personal protective equipment was utilized in the correct manner.

 

 

References

WLTW.com Previous Stories:

 

Don’t forget to LIKE Buildingsonfire on FaceBook and follow CommandSafety on Twitter

Cugees Restaurant Roof Collapse-1981 LAFD

No comments

LAFD January 28, 1981

 

Was working on an LODD report and came across a past notable incident that occurred over 32 years ago, that should be recognized,  for many of you that may not of heard or read about it previous to this.

Here’s an intro and a link to the LAFD January 28, 1981 incident;

http://lafire.com/lastalarm_file/1981-0728_Taylor/ThomasTaylor.htm

On January 28, 1981, at 3:33 a.m, a full alarm assignment was dispatched to Cugees Restaurant,5300 Lankershim Boulevard, in the North Hollywood area.
Firefighters found heavy smoke with some fire showing in the interior of the restaurant.

Because a back draft explosion was a distinct possibility and because the smoke had to be cleared in order to begin a meaningful fire attack, ventilation procedures were begun on the roof.
Four members of Truck 60 were cutting a hole near the center of the roof when, without warning, it began to sink beneath their feet. One firefighter described the sensation as similar to standing on the deck of a rapidly listing ship. As the roof sank, it fell at a steep angle, slowly and agonizingly pulling Apparatus Operator Thomas G. Taylor to his death.

Don’t forget to LIKE Buildingsonfire on FaceBook and follow CommandSafety on Twitter

Some additional links:

In Memory of Apparatus Operator Thomas G. Taylor
Truck Company 60 B Platoon
Appointed July 22, 1973
Died January 28, 1981
Died of burns in roof collapse at arson fire.
Cugee’s Restaurant
5300 Lankershim Boulevard

 

 

2004 PA Church Fire and Collapse: Situational Awareness and Collapse Zone Management

No comments

Remembrance:Pittsburgh(PA) Bureau of Fire- Post Fire Collapse and Double LODD

NIOSH Report F2004-17:  Career battalion chief and career master fire fighter die and twenty-nine career fire fighters are injured during a five alarm church fire -Pennsylvania.

On March 13, 2004, a 55-year-old male career Battalion Chief (Victim #1) and a 51-year-old male career master fire fighter (Victim #2) were fatally injured during a structural collapse at a church fire. Victim #1 was acting as the Incident Safety Officer and Victim #2 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.

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

  • 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

Additionally,

  • municipalities should enforce current building codes to improve the safety of occupants and fire fighters

NIOSH REPORT: http://www.cdc.gov/niosh/fire/reports/face200417.html

Pittsburgh Bureau of Fire: HERE

Pre-Collapse Photo

Recommendation #1: Fire departments should ensure that an assessment of the stability and safety of the structure is conducted before entering fire and water-damaged structures for overhaul operations.

Discussion: Due to the destructive powers of fire, most structures that have been involved in fires are structurally weakened. In this incident, the structural integrity of the bell tower was weakened by a fire of several hours duration, the addition of thousands of gallons of water, and possibly the destructive effect of the backdraft. Analysis of the exterior of the structure should be performed continuously while conducting interior operations. Similarly, before overhaul operations are begun, the structure should be determined safe to work in by the IC and a designated Safety Officer. If necessary, the IC should seek the help of qualified structural experts or other competent persons to assess the need for the removal of dangerously weakened construction, or should make provisions for shoring up load-bearing walls, floors, ceilings, roofs, or as in this case, the bell tower.

Recommendation #2: Fire departments should establish and monitor a collapse zone to ensure that no activities take place within this area during overhaul operations.

Discussion: During fire operations, two rules exist about structural collapse: (1) the potential for structural failure always exists during and after a fire, and (2) a collapse danger zone must be established. A defensive attack was declared within an hour after fire suppression activities began. Part of a defensive strategy is establishing and moving fire fighters outside of the collapse zone.

 A collapse zone is an area around and away from a structure in which debris might land if a structure fails. Immediate safety precautions must be taken if factors indicate the potential for a building collapse. All persons operating inside the structure must be evacuated immediately and a collapse zone should be established around the perimeter. The collapse zone area should be equal to the height of the building plus an additional allowance for debris scatter and at a minimum should be equal to 1½ times the height of the building. For example, since the bell tower was 115 feet high, the collapse zone boundary should be established at least 173 feet away from the church. Once a collapse zone has been established, the area should be clearly marked and monitored, to make certain that no fire fighters enter the danger zone.

Recommendation #3: Fire departments should ensure that the Incident Commander establishes the command post outside of the collapse zone.

In this incident, command suffered a serious lapse after the Incident Commander and several company officers were injured in the collapse. The command post from which the IC manages the fireground must be located in an area outside of the collapse zone. The IC must ensure that the command post is protected from danger so that an effective command structure is maintained throughout the incident.1, 5

Remembering the Strand Theater Fire of 1941

No comments

The Strand Theater | Brockton, MA

March 10, 1941: The Strand Theater Fire turned from a routine fire into one of the worst tragedies in Brockton and Massachusetts history when the west section of the roof collapsed, killing 13 firefighters and injuring 20 firefighters.

Check out the comprehensive past post from CommandSafety.com from 2011

http://commandsafety.com/2011/03/the-strand-theatre-fire-brockton-ma-march-10-1941-13-firefighter-lodd/

Worcester FF Brian Carroll recalls the Arlington Street Fire of December 8, 2011

No comments

Firefighter Brian Carroll reflects on the 2011 Arlington Street Fire and Cold Storage Fire of 1999.

Firefighter Brian Carroll was trapped in the basement of 49 Arlington St. after the second-floor of the three-decker collapsed underneath him and his partner on Rescue 1. He thought his close friend was OK. Firefighter Carroll lay trapped and didn’t learn until after he was freed that Firefighter Davies had died.

“What happened to my brother, the three-decker collapsed in a way no one could predict,” Robert Davies said. “Certainly I think it serves as a lesson going forward, and even if it saves one life going forward, then at least something good came out of it.”

Firefighter Davies, who was 43 when he died, has a son, Jon D. Davies Jr., in the department now as a firefighter.

  • From the Worcester Telegram & Gazette;  A cruel month for Worcester firefighters HERE
  • NIOSH REPORT Career Fire Fighter Dies and Another is Injured Following Structure Collapse at a Triple Decker Residential Fire – Massachusetts: HERE

The Brotherhood of the Fire Service and the Bonds of Family

1 comment

 

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

What defines you as a Firefighter, Fire Officer, Fire Chief, Commander or in many of your other roles: both on and off the fireground: Today and in the Future?

What are or will be the testament and virtues of your contributions and service to the Brotherhood of the Fire Service as defined by the sacrifices of 9|11 and the Bonds of Family?

September 11, 2002 ~ September 10, 2011

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

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

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

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

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

See full text of Mychal’s Last Homily here

 

Remembrance

 

 

A Memorial Wall listing the names of 64 FDNY members who died in the last 11 years due to World Trade Center-related illnesses is present at FDNY Headquarters  (HERE)

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

The names included: (updated for 2012)

Firefighter Robert W. Dillon, Engine Co. 153

Firefighter Vanclive A. Johnson, Ladder Co. 135

Firefighter Russell C. Brinkworth, Ladder Co. 135

Firefighter Edward V. Tietjen, Ladder Co. 48

Firefighter Walter Voight, Ladder Co. 144

Battalion Chief Kevin R. Byrnes, Battalion 7

Firefighter Stephen M. Johnson, Ladder Co. 25

Lieutenant Richard M. Burke, Engine Co. 97

Firefighter Michael Sofia, Engine Co. 165

Firefighter Joseph P. Costello, Battalion Co. 58

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

Lieutenant Reinaldo Natal, Field Communications Unit

Paramedic Deborah Reeve, EMS Station 20

Fire Marshal William Wilson, Jr., Manhattan Base

Lieutenant Thomas J. Hodges, Engine Co. 313

Firefighter Robert J. Wieber, Engine Co. 262

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

Firefighter Michael J. Shagi, Engine Co. 74

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

Firefighter Raymond W. Hauber, Engine Co. 284

EMS Lieutenant Brian Ellicott, EMS Dispatch

Firefighter William E. Moreau, Engine Co. 166

Lieutenant John P. Murray, Engine Co. 165

Firefighter Sean M. McCarthy, Engine Co. 280

Firefighter Bruce M. Foss, Ladder Co. 108

Firefighter Jacques W. Paultre, Engine Co. 50

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

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

Paramedic Clyde F. Sealey, Bureau of Health Services

Firefighter Timothy G. Lockwood, Engine Co. 275

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

Firefighter John F. McNamara, Engine Co. 234

Lieutenant Thomas G. Roberts, Ladder Co. 40

Captain Kevin J. Cassidy, Engine Co. 320

Firefighter Joan R. Daley, Engine Co. 63

Firefighter Richard A. Manetta, Ladder Co. 156

Lieutenant Peter J. Farrenkopf, Marine Co. 6

Battalion Chief John J. Vaughan, Battalion Co. 3

Firefighter Robert A. Ford, Engine Co. 284

Paramedic Carene A. Brown, EMS Bureau of Training

Firefighter James J. Ryan, Ladder Co. 167

Lieutenant Robert M. Hess, Ladder Co. 76

EMT Freddie Rosario, EMS Station 4

Lieutenant Harry Wanamaker, Jr., Marine Co. 1

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

Firefighter Vincent J. Albanese, Ladder Co. 38

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

Firefighter Roy W. Chelsen, Engine Co. 28

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

Lieutenant Randy J. Wiebicke, Ladder Co. 1

Firefighter Brian C. Malloy, Ladder Co. 80

Lieutenant John A. Garcia, Ladder Co. 5

Firefighter Anthony J. Nuccio, Ladder Co. 175

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

Firefighter Carl Capobianco, Ladder Co. 87

Deputy Chief William Guido, Marine Division

Capt. Sheldon Barocas, Engine 251

Capt. Emilio Longo, Ladder 110

Lt. Andrew Borgese, Engine 326

Lt. Mark McKay, Ladder 45

Lt. Robert Stegmeier, Ladder 127

FF Raymond Ragucci, Engine 5

FF Martin Simmons, Ladder 111

and FF Virginia Spinelli, Engine 329

Fire Fighter Killed by Exterior Wall Collapse during Defensive Operations at a Commercial Structure

No comments

On June 17, 2011, a 22-year-old male paid-on-call fire fighter received fatal injuries when he was struck by bricks and falling debris during an exterior wall collapse at a commercial structure fire.

Crews worked using defensive operations for about 45 minutes attempting to extinguish the fire in the 96 year-old brick and masonry structure that housed an antique store with living quarters located in a rear addition. The victim and another fire fighter were moving a 35-foot aluminum ground ladder away from the Side D (east) wall of the structure when the top part of the exterior wall collapsed. No other fire fighters were injured in the collapse.

NIOSH REPORT: Report 2011-15     HERE

Contributing Factors

  • 96 year-old brick masonry structure degraded by fire burning for over 45 minutes
  • Fire fighters with limited experience entered collapse zone to move ground ladder
  • Entering collapse zone in close proximity to master stream directed onto roof
  • Limited visibility at side and rear of structure may have obscured signs of pending collapse
  • Limited training on structure collapse hazards.

 

Key Recommendations

  • Establish and monitor a collapse zone when conditions indicate the potential for structural collapse
  • Train all fire fighting personnel on the risks and hazards related to structural collapse
  • Train on and understand the effects of master streams on structural degradation
  • Conduct regular mutual aid training with neighboring departments
  • Designate a staging area for all unassigned fire fighters and apparatus
  • Implement national fire fighter and fire officer training standards and requirements.

Fire Behavior

According to the investigating State Fire Marshal, the fire originated in the rear of structure due to undetermined causes. A thunderstorm had passed through the area approximately two hours before the fire was reported and lightning strikes were reported in the immediate area. The dispatch center received multiple phone calls reporting a fire behind the antique store near the courthouse square.

Provided Photo, All Rights Reserved

 

Indicators of significant fire behavior

  • Smoke filled store front when first crews arrived
  • Smoke pushing out cracks in the Side A and D walls and around windows on Side D
  • Thickening dark brown smoke upon arrival
  • No visible fire
  • Windows at front broken to vent structure
  • Windows on Side D broken to vent 2nd floor
  • Roll up overhead door opened at C/D corner
  • Fire rapidly grew and moved toward front of store, becoming visible through windows
  • Smoke diminished and visibility improved at front
  • Smoke continued to push out under pressure through cracks in Side A and D walls
  • Fire vented through roof at rear of structure
  • Thick column of turbulent dark grey-black smoke rose above structure
  • Smoke increased in front and Side D of structure as fire intensified
  • Smoke continued to push out cracks on Side A and D walls
  • E-43 deck gun put into operation applying water to roof with 13/8-inch solid bore tip
  • Elevated master stream put into operation from D-110 aerial ladder (insufficient water supply resulted in insufficient fire flow)
  • E-43 deck gun re-directed hose stream to protect exposure buildings opposite Side D
  • Initial collapse of roof and walls at C/D corner
  • Partial wall collapse of Side D wall strikes fire fighter moving ground ladder.

Recommendations

Recommendation #1: Fire departments should establish and monitor a collapse zone when conditions indicate the potential for structural collapse.

Discussion: During fire operations, two rules exist about structural collapse: (1) the potential for structural failure always exists during and after a fire, and (2) a collapse danger zone must be established.4-9 A collapse zone is an area around and away from a structure in which debris might land if a structure fails. The collapse zone area should be equal to the height of the building plus an additional allowance for debris scatter and at a minimum should be at least 1½ times the height of the building.

Buildings can collapse due to the structural damage directly caused by a fire, or the activities of fire fighting operations. A fire department’s familiarity with types of construction in their community is an important tool in safely fighting fires. Once a collapse zone is established, fire departments should enforce a “no re-entry” policy unless approved by the Incident Commander.

Fire fighters need to recognize the dangers of operating near parapet walls or underneath overhanging awnings, porches, and other areas susceptible to collapse. Immediate safety precautions must be taken if factors indicate the potential for a building collapse. An external load, such as a parapet wall, steeple, overhanging porch, awning, sign, or large electrical service connections reacting on a wall weakened by fire conditions may cause a wall to collapse. Other factors include fuel loads, damage, renovation work, deterioration caused by the fire as well as pre-existing deterioration, support systems and truss construction.10-12 A collapse is a possibility after fire involvement of more than 10 minutes but fire departments should not rely solely on time as a collapse predictor.11

In this incident, the structure was estimated to be 22 feet high at the top of the D-side wall parapet wall so the collapse zone should have extended at least 33 feet from the structure, covering the entire width of the side-street adjacent to the structure. It is noted that fire fighters were instructed to stay away from the structure and a defensive strategy was used throughout the fire suppression operations. However, a collapse zone was never established or physically identified. Collapse zones can be physically marked by cones, caution tape and other types of physical barriers. Photo 10 taken at the incident scene showed fire fighters standing on the sidewalk as instructed opposite the wall that collapsed.

Recommendation #2: Fire departments should train all fire fighting personnel in the risks and hazards related to structural collapse.

Discussion: Proper training is an important aspect of safe fire ground operation. Both officers and fire fighters need to be aware of different types of building construction and their associated hazards.7, 9-10 For example, collapsing roof systems can exert pressure on supporting exterior walls, increasing the potential for wall collapse. Different roof systems may collapse at different rates.11 While heavy timber roof systems will withstand more degradation by fire than lightweight engineered roof trusses, both types are subject to failure.12 Different phases of the fire suppression activities, such as the initial attack, offensive, defensive, and overhaul phases will have different hazards. However, the potential for collapse exists in any fire-damaged structure.11 One source of information related to structural collapse hazards is the National Institute of Standards and Technology, Building and Fire Research Laboratory (NIST / BFRL). A DVD containing videos and reports related to structural collapse can be obtained from the NIST websiteExternal Web Site Icon http://www.bfrl.nist.gov/.13

Establishing priorities is another primary factor in safe fire ground operation that should be included in fire fighter training programs. The protection of life should be the highest goal of the fire service. According to retired Chief Vince Dunn, “When there is no clear danger to civilians, the first priority of firefighting should be the protection of fire fighters’ lives and when no other person’s life is in danger, the life of the fire fighter has a higher priority than fire containment or property consideration.”12 In this incident, there were no indications of civilians in danger inside the structure. It is noted that defensive operations were used throughout the incident.

The Illinois Fire Service Institute (IFSI) coordinates a statewide training program for individuals interested in becoming a fire fighter. This program offers a 24-hour Basic Fire Fighter course as well as Fire Fighter II and Fire Fighter III certification. The IFSI Fire Fighter II certification is roughly equivalent to the National Fire Protection Association (NFPA) Fire Fighter I and IFSI Fire Fighter III is roughly equivalent to NFPA Fire Fighter II as specified in NFPA 1001 Standard for Fire Fighter Professional Qualifications.1 NFPA FF I reflects minimum training standards for a fire fighter who is always working under supervision. NFPA FF II addresses the assumption of command and transfer of command but does not contain specific job performance requirements (JPRs) to illustrate the required skills. The IFSI 24-hour Basic Fire Fighter course may not properly prepare new fire fighters for the hazards associated with structural fire fighting. Many fire fighters, especially in the volunteer ranks, may be called upon to fill company officer and incident commander roles when they may not have received adequate training to prepare them for the additional responsibilities that are required of fireground officers. At a minimum, fire fighters who serve as company officers and who may be expected to serve as the initial incident commander should receive training equivalent to NFPA Fire Fighter II, as defined by NFPA 1001. In this incident, the victim had not completed the minimum IFSI or NFPA training requirements for individuals operating at a structure fire. Also, the two lieutenants who served as incident commanders had not completed training meeting the requirements of NFPA Fire Fighter II as defined by NFPA 1001, which should be the minimum training requirements for a fire fighter operating as a fireground officer.

Recommendation #3: Fire departments should train on and understand the effects of master streams on structural degradation.

Discussion: Master streams are an effective tool for fire suppression operations. Master streams can deliver a large volume of water over a distance while reducing the direct exposure of fire fighters to the fire. Master stream operations can also accelerate structural degradation and can increase the risk of a building collapse.14-16 When multiple master streams are flowing water into a building, the additional weight of the water can rapidly increase the potential for structural collapse. Water weighs 8.33 pounds per gallon. A master stream flowing 1,000 gallons per minute can add an additional 8,330 pounds per minute that the structure, already deteriorated by fire, must support. In 30 minutes, the additional weight contributed by this master stream could add 249,900 pounds or 125 tons of additional weight to the structure.17 Direct impingement of the master stream at close range can also directly contribute to structural degradation by dislodging bricks, breaking windows and other building components. Master streams can also push fire throughout the interior of a structure, leading to fire spread.

Another important indicator that fire fighters and officers should look for is the presence or lack of runoff during master stream operations. If multiple outside streams are being applied to a structure and there is little or no water runoff, the water must be accumulating somewhere.15 As noted above, the additional weight added by standing water on roofs or floors can significantly contribute to the risk of structural collapse. Fire fighters and fire officers need to understand this fact and take this into consideration as part of the Incident Action Plan. If a collapse zone has not already been established, one should be established now. Fire fighters should not be allowed to enter the collapse zone without the direct permission of the Incident Commander.18

Recommendation #4: Fire departments should use risk management principles at all structure fires.

Discussion: While it is recognized that fire fighting is an inherently hazardous occupation, established fire service risk management principles are based on the philosophy that greater risks will be assumed when there are lives to be saved and the level of acceptable risk to fire fighters is much lower when only property is at stake. Interior (inside a structure) offensive fire-fighting operations can increase the risk of traumatic injury and death to fire fighters from structural collapse, burns, and asphyxiation. Established risk management principles suggest that more caution should be exercised in abandoned, vacant, and unoccupied structures and in situations where there is no clear evidence indicating that people are trapped inside a structure and can be saved.19 More importantly, the fire department must establish a standardized method or approach to assess the risks encountered at each incident especially structure fires. Structure fires are very dynamic and fast paced operations with little room for error, mistakes, or miscalculations of the significance of the risk encountered.

The Incident Commander is specifically responsible for managing risk at the incident; however, one person cannot be expected to apply these principles to an incident if the organization has not integrated a standard approach to risk management into its standard operating procedures and its organizational culture. To be effective, risk management principles must be integrated into the entire operational approach of the fire department organization. They must be incorporated within the duties and responsibilities of every officer and member. The single most important reason to establish an effective incident management system is to ensure that operations are conducted safely. Every individual assigned to the incident is responsible for monitoring and evaluating risks and for keeping the Incident Commander informed of any factor that causes the system to become unbalanced. Continuous risk assessment should be reprocessed with every benchmark or task completed until the incident is ended.20

A standardized evaluation of the situation must occur at each incident starting with the first arriving officer or member of the department arriving on scene of the incident. This process starts with the scene size-up. This responsibility starts with the first arriving unit that must look at the entire incident scene versus focusing on a small part of the situation. During the size-up, the Incident Commander must remember the incident prioritizes which are:

  •             Life Safety
  •             Incident Stabilization
  •             Property Conservation
  •             Continuous – fire fighter safety

Situations where there is clear evidence or indication that there is a life safety (imminent rescue or trapped occupants) changes the focus of the strategy and incident action plan. Established risk management principles dictate that more caution is exercised in abandoned, vacant, and unoccupied structures.

Scene size-up should include the following information. Scene size-up should begin at the beginning of the alarm, continue upon arrival on scene, and continue throughout the incident. Some considerations should include:

  •             Life safety/occupied structure and realistic evaluation of occupant survivability and rescue potential
  •             Type of Occupancy and consideration of fire load and fire behavior
  •             Access
  •             Building Construction
  •             Environmental Conditions
  •             Location and extent of the fire within the building
  •             Resources Responding
  •             Water Supply
  •             Special Hazards/Risks
  •             Time of Day
  •             Color of Smoke
  •             Utilities
  •             Exposures affected or potential affected
  •             A realistic evaluation of the ability to conduct an offensive attack with available resources.19, 21

The Incident Commander should use the scene size-up to formulate a strategy and the Incident Action Plan. Incident factors and their possible consequences offer the basis for a standard incident management approach. Decisions and the action they produce can be no better than the information on which they are based. A standard information management approach is the launching pad for effective incident decision making and successful operational performance. The IC must develop the habit of using the critical factors in their order of importance as the basis for making the specific assignments that make up the Incident Action Plan (IAP). This standard approach becomes a huge help when it is hard to decide where to start.

The incident scene size-up must be viewed as a 2-part process: 1) determining the conditions of the incident scene, and 2) determining whether the fire department has on scene, has in route, or is in need of additional resources to address the challenge presented by what has been identified during the first part of the size-up process.

The IC must create a standard information system and use effective techniques to keep informed at the incident. Information is continually received and processed so that new decisions can be made and old decisions revised based on increased data and improved information. The IC can never assume action-oriented responders engaged in operational activities will just naturally stop what they are doing so they can feed the IC a continuous supply of top-grade objective information. It is the IC’s responsibility to do whatever is required to stay effectively informed.22

During most critical incident situations, Command many times must develop an IAP, based only on the critical factor evaluation information available at the beginning stage of operations. Many times, that information is incomplete. Even though the IC will continue to improve its quality, the IC will seldom function during the fast, active periods of the event with complete or totally accurate information on all factors.22

This is most evident during confused, compressed-time initial operations. This continual improvement in the accuracy and timeliness of incident information becomes a major IC function. The ability of the IC and the tactical and task level officers to quickly be informed and perform an analysis of the critical factors that can cause major physical and emotional setbacks to the responders and the customers will have a great impact on the health and longevity of the fire fighters, other first responders, the customers and their property.22

In general terms, the risk management plan must consider the following: (1) risk nothing for what is already lost—choose defensive operations; (2) extend limited risk in a calculated way to protect savable property—consider offensive operations; (3) and extend very calculated risk to protect savable lives—consider offensive operations.19, 23, 24 NFPA 1500 Standard on Fire Department Occupational Safety and Health Program, Chapter 8.3 addresses the use of risk management principles at emergency operations. Chapter 8.3.4 states that risk management principles shall be routinely employed by supervisory personnel at all levels of the incident management system to define the limits of acceptable and unacceptable positions and functions for all members at the incident scene. Chapter 8.3.5 states that at significant incidents and special operations incidents, the Incident Commander shall assign an incident safety officer who has the expertise to evaluate hazards and provide direction with respect to the overall safety of personnel. The annex to Chapter 8.3.5 contains additional information.25

This incident occurred in a structure of mixed occupancy of both commercial and residential use. First arriving crews talked to the building owner and verified that no one was inside the structure. The Incident Commander quickly adopted a defensive strategy and told fire fighters at the front door not to enter the structure. As additional resources arrived on-scene, and Command was passed to higher ranking officers, a defensive operation was maintained. A ground ladder used to ventilate the second story windows on the Side D was left in place where it was last used. Approximately 45 minutes after the first crews arrived on-scene, two fire fighters overheard discussions about the ladder being in a bad location and approached the structure to retrieve the ladder. Given the length of time the fire had been burning, the visual indicators of structural instability (smoke pushing out through cracks in the masonry walls and the sound of bricks popping), the presence of star-shaped anchor plates on the exterior wall and other factors, the best scenario would have been to leave the ladder in place until the area was deemed safe or just write the ladder off. A safer strategy for retrieving the ladder would have been to use a pike pole or other long tool to reach the ladder from a safe distance under the direct observation of other fire fighters monitoring the conditions of the exterior walls. Using a pike pole or other tool to pull the ladder down while standing as far as possible from the exterior wall, may have resulted in a different outcome.

Recommendation #5: Fire Departments should utilize the Incident Command System at all emergency incidents.

Discussion: National Fire Protection Association (NFPA) 1500 Standard on Fire Department Occupational Safety and Health Program, 2007 Edition25 and NFPA 1561 Standard on Emergency Services Incident Management System, 2008 Edition26, both state an incident management system should be utilized at all emergency incidents. Most often, this system is commonly known as or referred to as the Incident Command System (ICS).

The Incident Command System is intended to provide a standard approach to the management of emergency incidents. The many different and complex situations encountered by fire fighters require a considerable amount of judgment in the application of the Incident Command System. The primary objective is always to manage the incident, not to fully implement and utilize the Incident Command System. The Incident Commander should be able to apply the Incident Command System in a manner that supports effective and efficient management of the incident. The use of the Incident Command System should not create additional challenges for the Incident Commander, but rather provide a systems approach to ensuring for a successful outcome of the incident.26

Most incidents are considered routine and involve a small commitment of resources, while few incidents involve large commitments of resources, complex situations, and are low frequency/high risk events. It is imperative that the Incident Command System be able to accommodate all types and sizes of incidents and to provide for a regular process of escalation from the arrival of the first responding resources at a routine incident to the appropriate response for the largest and most complex incidents. The Incident Command System should be applied, even to routine incidents, to allow fire fighters and other first responders to be familiar with the system, prepared for escalation, and aware of the risks that exist at all incidents.26

NFPA 1561, Chapter 3.3.29 defines an incident management system as “A system that defines the roles and responsibilities to be assumed by responders and the standard operating procedures to be used in the management and direction of emergency incidents and other functions.”26 Chapter 4.1 states “The incident management system shall provide structure and coordination to the management of emergency incident operations to provide for the safety and health of emergency services organization (ESO) responders and other persons involved in those activities.”26 Chapter 4.2 states “The incident management system shall integrate risk management into the regular functions of incident command.” 26

The incident management system covers more than just fireground operations. The incident management system must ensure for command and fire fighter safety which includes situational evaluation, strategy and the incident action plan, personnel accountability, risk assessment and continuous evaluation, communications, rapid intervention crews (RIC), roles and responsibilities of the Incident Safety Officer (ISO), and interoperability with multiple agencies (law enforcement, emergency medical services, state and federal government agencies and officials, etc.) and surrounding jurisdictions (automatic aid or mutual aid responders).

One of the most critical components of this system is the development and implementation of an Incident Action Plan (IAP). For the fire service, the majority of times the Incident Action Plan is communicated verbally. The IAP is based on the resources immediately available and those responding. The goal is determined in accordance with the incident priority from which a strategy must emerge; tactical objectives, aimed at meeting the strategy, are determined and specific assignments made. A personnel accountability system should be established as assignments are made. The important point is that the Incident Commander communicates the IAP to tactical and task level supervisors.

Recommendation #6: Fire departments should designate a staging area for all unassigned fire fighters and apparatus.

Discussion: NFPA 1561 Standard on Emergency Services Incident Management System defines staging as a specific emergency management function where resources are assembled in an area at or near the incident scene to await instructions or assignments.26 Staging provides a standard controlled method to keep reserves of responders, apparatus, and other resources ready for action at the scene of the incident or close to the scene of the incident (within two – three minute response times). Staging also provides a standard method to control and record the arrival of apparatus and resources.

When the Incident Commander requests additional resources for an incident, the IC is responsible for designating a staging area. Depending on the size and complexity of an incident, multiple staging areas may be used. This is based on the response route of the resources, to stage resources by typing (e.g. engines, brush trucks, medic units, law enforcement, etc.), or due to location near the incident. The staging area manager documents the available resources. This helps the Incident Commander to keep track of the resources that are on the scene and available for assignment, and to know where they are located and where specific units have been assigned. The Staging Area Manager reports to the IC unless an Operations Section Chief has been assigned, then the Staging Area Manager would report to the Operations Section Chief.

When companies or resources arrive in staging, they report to the Staging Area Manager and stand by for assignment. The Staging Area Manager records and keeps an inventory of all resources and equipment assigned to Staging. A system needs to be in place that details what needs to occur when Staging starts to run low on resources. Staging lets “Command” know when resources are low, and Command orders more resources through Dispatch.

Staging provides an avenue for reducing overall incident communications, and maintaining control of resources throughout the incident operations.

Recommendation #7: Fire departments should conduct pre-incident planning inspections of buildings within their jurisdictions to facilitate development of safe fireground strategies and tactics.

Discussion: National Fire Protection Association (NFPA) 1620 Standard for Pre-Incident Planning, 2010 Edition, states “the pre-incident plan shall provide critical information for responding personnel at the time of dispatch and shall include initial actions based on the priorities of life safety, scene stabilization, and incident mitigation.” This standard also states that “the primary purpose of a pre-incident plan is to help responding personnel effectively manage emergencies with available resources. Pre-incident planning involves evaluating the protection systems, building construction, contents, and operating procedures that can impact emergency operations.”27 A pre-incident plan identifies deviations from normal operations and can be complex and formal, or simply a notation about a particular problem such as the presence of flammable liquids, explosive hazards, modifications to structural building components, or structural damage from a previous fire.7, 27-28

In addition, NFPA 1620 outlines the steps involved in developing, maintaining, and using a preincident plan by breaking the incident down into pre-, during- and post-incident phases. In the preincident phase, for example, it covers factors such as physical elements and site considerations, occupant considerations, protection systems and water supplies, hydrant locations, and special hazard considerations. Building characteristics including type of construction, materials used, occupancy, fuel load, roof and floor design, and unusual or distinguishing characteristics should be recorded, shared with other departments who provide mutual aid, and if possible, entered into the dispatcher’s computer so that the information is readily available if an incident is reported at the noted address. Since many fire departments have tens and hundreds of thousands of structures within their jurisdiction, making it impossible to pre-plan them all, priority should be given to those having elevated or unusual fire hazards and life safety considerations.

Pre-plan information should include predicted alarm assignments based upon the fire potential. This will help to ensure that needed resources are dispatched immediately, even if they are some distance away or will provided through mutual aid. If the expected fire potential dictates that 30 fire fighters are needed and the authority having jurisdiction only has 15 fire fighters, the pre-plan should identify the mutual aid resources available to safely and effectively mitigate the expected fire scenario. The pre-plan information should take into consideration the need for incident command and command level officers to fill roles such as safety officer, accountability, tactical level management (i.e. division or group supervisor), RIT / RIC supervision, staging, rehabilitation, IC support ( chief’s aide or staff assistant to monitor radio communications, track crew assignments, resources availability, etc.) and other functions as necessary. When the need for these positions are considered in the pre-planning process, these positions can be rapidly filled throughout the initial alarm assignments, allowing for crew and supervisory integrity while placing more experienced command level support officers in the roles needed to ensure effective supervision and support in the hazard zone. In this incident, pre-planning the structure could have identified the potential collapse hazards associated with the structure due to the age and type of construction, the presence of the star-shaped anchor plates on the exterior walls, and the high fuel load present. It is noted that the Fire Department A had an unwritten policy that any fires in the older commercial structures within the city would be fought defensively.

Recommendation #8: Fire departments should conduct regular mutual aid training with neighboring departments.

Discussion: Although there is no evidence that the following recommendation would have prevented this fatality, it is being provided as a reminder of a good safety practice. Mutual aid companies should train together and not wait until an incident occurs to attempt to integrate the participating departments into a functional team. Differences in equipment and procedures need to be identified and resolved before an emergency occurs when lives may be at stake. Procedures and protocols that are jointly developed, and have the support of the majority of participating departments, will greatly enhance overall safety and efficiency on the fireground. Once methods and procedures are agreed upon, training protocols must be developed and joint-training sessions conducted to relay appropriate information to all affected department members.

Fire departments should develop and establish good working relationships with surrounding departments so that reciprocal assistance and mutual aid is readily available when emergency situations escalate beyond response capabilities. Both fire departments involved in this incident were participating members in the Mutual Aid Box Alarm System (MABAS), a mutual aid system designated to assist with mutual aid response of fire, emergency medical services (EMS), specialized response teams, and station coverage during a state declared disaster or when an incident overwhelms the available resources of a participating community. This incident did not escalate to the size of a MABAS event. Both departments reported that they planned to implement mutual aid training with neighboring departments but had done so on a limited basis up to the time that this incident occurred.

Recommendation # 9: Fire departments should ensure that fire fighters wear a full array of turnout clothing and personal protective equipment (i.e. SCBA and PASS device) appropriate for the assigned task while participating in fire suppression and overhaul activities.

Discussion: Although there is no evidence that the following recommendation would have prevented this fatality, it is being provided as a reminder of a good safety practice. The proper selection and use of personal protective equipment (PPE) is required by OSHA regulations, recommended in NFPA standards, and is good safety practice. Chapter 7.1.1 of NFPA 1500, Fire Department Safety and Health Program, 2007 Edition, states “the fire department shall provide each member with protective clothing and protective equipment that is designed to provide protection from the hazards to which the member is likely to be exposed and is suitable for the tasks that the member is expected to perform.” Chapter 7.1.2. states “protective clothing and protective equipment shall be used whenever a member is exposed or potentially exposed to the hazards for which the protective clothing (and equipment) is provided.”25 The incident commander should establish the level of protective clothing necessary to enter the fire zones (hot, warm, and cold). The OSHA Respirator Standard Title 29, Code of Federal Regulations (CFR) 1910.134 lists requirements for SCBA use in immediately dangerous to life or health (IDLH) atmospheres.29 While the lack of personal protective equipment (PPE) and clothing did not contribute to the fatality that occurred at this incident, it is generally recognized that SCBA should be worn and used at all times when fire fighters may be exposed to smoke and other hazardous atmospheres. Photos taken during the incident show fire fighters working in close proximity to the burning structure who were not wearing proper respiratory protection (see Photo 7, Photo 8 and Photo 11).

In addition, standard setting organizations, national fire service organizations and other interested parties should:

Recommendation #10: Implement national fire fighter and fire officer training standards and requirements.

Discussion: In 2008, the National Volunteer Fire Council (NVFC) adopted a policy position that all volunteer fire departments should establish a goal to train all personnel to a level consistent with the mission of the fire department, based on the job performance requirements outlined in NFPA 1001: Standard for Fire Fighter Professional Qualifications. The NVFC is committed to ensuring that volunteer firefighters have an appropriate level of training to safely and effectively carry out the functions of the department(s) that they belong to. 30

“The roles and responsibilities of the fire service have evolved over the years. As the breadth and scope of what it means to be a firefighter has expanded, to varying degrees depending on the jurisdiction, the necessity for training within the fire service has grown. Unfortunately, a large number of volunteer fire departments are still operating with personnel who are not trained to a level consistent with national consensus standards for basic firefighter preparedness. This can lead to ineffective and unsafe responses that put lives and property at risk.” 30 This issue actually encompasses the entire fire service and not just the volunteer ranks.

“As the need for proper training has become more urgent, many volunteer fire departments are finding it increasingly difficult to attract new members. The average age of volunteer firefighters has risen steadily over the past two decades, as many young people move out of rural areas and the ones who stay find themselves with less free time to devote to training.” 30

Standard setting organizations, states and authorities having jurisdiction should move to develop national standards so that fire fighters across the United States are trained to the same minimum levels. The Illinois Fire Service Institute (IFSI) coordinates a statewide training program for individuals interested in becoming a fire fighter. This program offers a 24-hour Basic Fire Fighter course as well as Fire Fighter II and Fire Fighter III certification. The IFSI Fire Fighter II certification is roughly equivalent to the National Fire Protection Association (NFPA) Fire Fighter I and IFSI Fire Fighter III is roughly equivalent to NFPA Fire Fighter II as specified in NFPA 1001 Standard for Fire Fighter Professional Qualifications.1 NFPA FF I reflects minimum training standards for a fire fighter who is always working under supervision. NFPA FF II addresses the assumption of command and transfer of command but does not contain specific job performance requirements (JPRs) to illustrate the required skills. The IFSI 24-hour Basic Fire Fighter course may not properly prepare new fire fighters for the hazards associated with structural fire fighting. Many fire fighters, especially in the volunteer ranks, may be called upon to fill company officer and incident commander roles when they may not have received adequate training to prepare them for the additional responsibilities that are required of fireground officers. At a minimum, fire fighters who serve as company officers and who may be expected to serve as the initial incident commander should receive training equivalent to NFPA Fire Fighter II, as defined by NFPA 1001.

Fire department members that are assigned to or assume supervisory positions at an incident scene must have an additional level of competencies that are necessary to ensure for the safety of themselves and the members they supervise while mitigating the hazard encountered. A company officer must have the correct combination of practical experience, training and skill sets that correspond with their job requirements and expected functions in order to execute the expected duties in a safe, effective, efficient and competent manner. The company officer fulfills a mission critical role within the fire service that directly affects department personnel, public safety and community accord. The title carries with it the opportunity to ride the “front seat” and be in charge of directing a company to address incident operations and demands dictated by the company’s function, responsibility, and task assignment. NFPA 1021, Standard on Fire Officer Professional Qualifications provides clear and concise job performance requirements (JPR) that can be used to determine if an individual, when measured to the standard, possess the skills and knowledge to perform as a fire officer.31 Fire departments should ensure that all fire fighters who are expected to perform the duties of a company officer or greater responsibility have the necessary knowledge, experience and receive adequate training equivalent to NFPA Fire Fighter II, as defined by NFPA 1001 and Fire Officer as defined by NFPA 1021.

Additional References:

 

Buffalo Box 191 North Division & Grosvenor Streets; December 27, 1983

No comments

Remembering

Buffalo Box 191 North Division & Grosvenor Streets; December 27, 1983

Buffalo Box 191

As Buffalo (NY) firefighters arrived at the scene of a reported propane leak in a three-story radiator warehouse (Type III Ordinary and Type IV Heavy Timber 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.

Previously posted on Thecompanyofficer.com HERE

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

No comments

Robert Mecea/Associated Press

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

FDNY Twitter Feed

 Additional Links

 

Training Download: Commercials- Got Fire? Anticipate Collapse

No comments

Commercials and Collapse Awareness

 

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

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

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

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

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

Commercial Fire and Collapse

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

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

 

Commercials- Got Fire; Anticipate Collapse

3 comments

Got Fire?……Anticipate Collapse..

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

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

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

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

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

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

 

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

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

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

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

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

 Remember this: Building Knowledge = Firefighter Safety.

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

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

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

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

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

 

Aerial Plan of Building and Collapse Area A-B

 

The Building

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

 

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

Overview Details

 

 

Alpha Street Side View- Adapted from Google Streetmaps

 

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

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

Don’t Always Stress the Corners

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

Corner Building Operational considerations have included, but limited to;

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

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

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

 

Alpha-Bravo Corner of Subsequent Collapse Aerial View

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

 

 

 

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

 

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

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

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

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

 

Typical Interior

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

Typical Structural System and Components

 
 
 

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

 
 

Typical Open Web Steel Bar Joists w Metal Roof Deck

 

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

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

 
 
 

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

 

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

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

 
 
 
 

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

T

 

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

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

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

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

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

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

 

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

Image 04

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

Image 05

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

Image 06

 

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

 

Image 07

 

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

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

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

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

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

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

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

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

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

Links:

 

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

2 comments
  

FDNY Father Mychal Judge

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

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

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

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

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

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

See full text of Mychal’s Last Homily here

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

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

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

Reflections of 9|11

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

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

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

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

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

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

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

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

 

September 11, 2002 ~ September 10, 2011

  

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

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

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

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

Remembrance 2011

 

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

Battalion Chief Ray Downey, FDNY

Battalion Chief Ray Downey, FDNY

 

 

 

 

 

 

 

 

 

  

 

 

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

Patrol Officer George Howard, PAPD ESU

 

 

 

 

 

 

  

 

 

Andy Frederick, FDNY

Andy Frederick, FDNY

 

 

 

 

 

 

 

 

 

 

 

 

  

      

Christopher Blackwell, FDNY

Christopher Blackwell, FDNY

 

 

 

 

 

 

 

 

 

 

 

9|11 Honor and Remembrance: Ten Year Anniversary

2 comments

2001-2011

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

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

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

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

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

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

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

The First Steps of Our Journey

(originally written and published September, 2001)

Honor and Remembrance 2001-2011

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

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

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

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

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

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

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

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

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

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

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

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

Waiting for the bell and the next alarm

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

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

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

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

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

FDNY Video 9|11 Video Tribute, HERE

William Feehan
 
William Feehan
First Deputy
Commissioner

 

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

 

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

 

FDNY 343 Remembrance

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

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

FDNY 343

 

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

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

The names included:

Firefighter Robert W. Dillon, Engine Co. 153

Firefighter Vanclive A. Johnson, Ladder Co. 135

Firefighter Russell C. Brinkworth, Ladder Co. 135

Firefighter Edward V. Tietjen, Ladder Co. 48

Firefighter Walter Voight, Ladder Co. 144

Battalion Chief Kevin R. Byrnes, Battalion 7

Firefighter Stephen M. Johnson, Ladder Co. 25

Lieutenant Richard M. Burke, Engine Co. 97

Firefighter Michael Sofia, Engine Co. 165

Firefighter Joseph P. Costello, Battalion Co. 58

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

Lieutenant Reinaldo Natal, Field Communications Unit

Paramedic Deborah Reeve, EMS Station 20

Fire Marshal William Wilson, Jr., Manhattan Base

Lieutenant Thomas J. Hodges, Engine Co. 313

Firefighter Robert J. Wieber, Engine Co. 262

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

Firefighter Michael J. Shagi, Engine Co. 74

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

Firefighter Raymond W. Hauber, Engine Co. 284

EMS Lieutenant Brian Ellicott, EMS Dispatch

Firefighter William E. Moreau, Engine Co. 166

Lieutenant John P. Murray, Engine Co. 165

Firefighter Sean M. McCarthy, Engine Co. 280

Firefighter Bruce M. Foss, Ladder Co. 108

Firefighter Jacques W. Paultre, Engine Co. 50

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

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

Paramedic Clyde F. Sealey, Bureau of Health Services

Firefighter Timothy G. Lockwood, Engine Co. 275

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

Firefighter John F. McNamara, Engine Co. 234

Lieutenant Thomas G. Roberts, Ladder Co. 40

Captain Kevin J. Cassidy, Engine Co. 320

Firefighter Joan R. Daley, Engine Co. 63

Firefighter Richard A. Manetta, Ladder Co. 156

Lieutenant Peter J. Farrenkopf, Marine Co. 6

Battalion Chief John J. Vaughan, Battalion Co. 3

Firefighter Robert A. Ford, Engine Co. 284

Paramedic Carene A. Brown, EMS Bureau of Training

Firefighter James J. Ryan, Ladder Co. 167

Lieutenant Robert M. Hess, Ladder Co. 76

EMT Freddie Rosario, EMS Station 4

Lieutenant Harry Wanamaker, Jr., Marine Co. 1

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

Firefighter Vincent J. Albanese, Ladder Co. 38

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

Firefighter Roy W. Chelsen, Engine Co. 28

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

Lieutenant Randy J. Wiebicke, Ladder Co. 1

Firefighter Brian C. Malloy, Ladder Co. 80

Lieutenant John A. Garcia, Ladder Co. 5

Firefighter Anthony J. Nuccio, Ladder Co. 175

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

Firefighter Carl Capobianco, Ladder Co. 87

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

No comments
FDNY 343

Remembrance: Honor, Courage, Duty, Fortitude

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

NIOSH LODD Report Released on Fire and Collapse Which Killed Two Chicago Firefighters

No comments

NIOSH LODD Report Released on Fire and Collapse Which Killed Two Chicago Firefighters
F2010-38  Two Career Fire Fighters Die and 19 Injured in Roof Collapse during Rubbish Fire at an Abandoned Commercial Structure – Illinois

NIOSH Executive Summary
On December 22, 2010, a 47-year-old male (Victim # 1) and a 34-year old male (Victim # 2), both career fire fighters, died when the roof collapsed during suppression operations at a rubbish fire in an abandoned and unsecured commercial structure. The bowstring truss roof collapsed at the rear of the 84-year old structure approximately 16 minutes after the initial companies arrived on-scene and within minutes after the Incident Commander reported that the fire was under control. The structure, the former site of a commercial laundry, had been abandoned for over 5 years and city officials had previously cited the building owners for the deteriorated condition of the structure and ordered the owner to either repair or demolish the structure. The victims were members of the first alarm assignment and were working inside the structure. A total of 19 other fire fighters were hurt during the collapse.

Contributing Factors

 

  • Lack of a vacant / hazardous building marking program within the city
  • Vacant / hazardous building information not part of automatic dispatch system
  • Dilapidated condition of the structure
  • Dispatch occurred during shift change resulting in fragmented crews
  • Weather conditions including snow accumulation on roof and frozen water hydrants
  • Not all fire fighters equipped with radios.

Key Recommendations

  • Identify and mark buildings that present hazards to fire fighters and the public
  • Use risk management principles at all structure fires and especially abandoned or vacant unsecured structures
  • Train fire fighters to communicate interior conditions to the Incident Commander as soon as possible and to provide regular updates
  • Provide battalion chiefs with a staff assistant or chief's aide to help manage information and communication
  • Provide all fire fighters with radios and train them on their proper use
  • Develop, train on, and enforce the use of standard operating procedures that specifically address operations in abandoned and vacant structures

NIOSH Recommendations

  • Recommendation #1: Fire departments and city building departments should work together to identify and mark buildings that present hazards to fire fighters and the public.
  • Recommendation #2: Fire departments should use risk management principles at all structure fires and especially abandoned or vacant unsecured structures.
  • Recommendation # 3: Fire departments should train fire fighters to communicate interior conditions to the Incident Commander as soon as possible and to provide regular updates.
  • Recommendation # 4: Fire departments should consider providing battalion chiefs with a staff assistant or chief's aide to help manage information and communication.
  • Recommendation # 5: Fire departments should provide all fire fighters with radios and train them on their proper use.
  • Recommendation # 6: Fire departments should develop, train on and enforce the use of standard operating procedures that specifically address operations in abandoned and vacant structures.
  • Recommendation # 7: Fire departments should develop, implement and enforce a detailed Mayday Doctrine to ensure that fire fighters can effectively declare a Mayday.
  • Recommendation # 8: Fire departments should ensure that the Incident Commander maintains close accountability for all personnel operating on the fireground
  • Recommendation # 9: Fire departments should ensure that fire fighters are trained in fireground survival procedures.
  • Recommendation #10: Fire departments should ensure that all fire fighters are trained in and understand the hazards associated with bowstring truss construction.

FULL NIOSH LODD REPORT and RECOMMENDATIONS, HERE

 

The tragic events in the City of Chicago on Wednesday December 22, 2010, when Chicago Firefighter Edward J. Stringer – Engine Co.63 and Firefighter/EMT Corey D. Ankum, Truck Co.34 were killed in the line of duty while operating at a structure fire in an abandoned one-story brick building in the 1700 block of East 75th Street on the City’s South side, exemplifies the demands, challenges and sacrifice that come with responsibilities, duty and sworn obligation  that distinguishes the honorable profession of being a firefighter.     

The fire was first reported at about 06:48 hours during the night and day tour shift change, with companies arriving at 06:52 hours reporting moderate fire in the  buildings northeast corner. The single story commercial structure was vacant, however it was readily known that squatters were known to seek shelter in the abandoned structure especially give the harsh weather being experienced in the city. The fire was quickly contained at approximately 07:00 hours according to published reports, and radio communications, with coordinated suppression, search and rescue and ventilation operations being conduction by companied both within the interior and on the roof. 

Other Operational Safety Insights and Considerations from CommandSafety.com and Buildingsonfire.com

  • During all operations involving actual or suspected Bowstring Truss Roofing Support Systems Command and Company Officers should be sensitive to risk assessment indicators related to both fire induced conditions as well as environmental and age induced factors.
  • Pre-plan your buildings look at the construction, components, features and condition of the building; there is a tremendous amount of information out there. Understand and comprehend what to look for, what it is that you’re looking at and more importantly make sure the information is retrievable for on-scene application and that the information is utilized when formulating IAP and in the dynamic risk assessment process
  • During Dynamic Risk Assessment, special attention should be focused on Predicated Building Performance common to identified building systems, features and structural systems that are based upon Occupancy Performance and NOT Occupancy Type.
  • The Federal Emergency Management Agency’s (FEMA) United States Fire Administration (USFA) issued a special report examining the characteristics of fires in vacant residential buildings. The report, Vacant Residential Building Fires, was developed by USFA’s National Fire Data Center and provides useful insights and recommendations. Link HERE
  • When developing incident action plans and operational assignments at incidents involving possible Vacant, Unoccupied or Abandoned structures, command and company officers shall implement a formulative risk -benefit assessment consistent with departmental procedures, policies and expectations.
  • Be knowledgable of operational factors and considerations related to operations at Vacant, Unoccupied or Abandoned structures; HERE and HERE
  • Read the Newest NIOSH Alert: Preventing Deaths and Injuries of Fire Fighters at Structure Fires, HERE
  • Start considering building; age, deterioration, environmental impacts and influences in your IAP and tactical considerations, we at times forget to consider these performance indicators effectively during initial or sustained operations.
  • Learn more about Building Construction, Occupancy Profiling, Reading a Building, Occupancy Risk versus Occupancy Type and always consider Tactical Patience.
  • Increase your knowledge on Structural Collapse indicators especially for buildings of masonry construction in both Type III and Type IV construction.
  • There is a Predictability of Performance in all Buildings and Occupancies with Heavy Timber or Built-up Bowstring Truss Structural Systems; Know what they are.
  • Understand what to look for in Heavy Timber or Built-up Bowstring Truss Structural System integrity related to; Age and Deterioration, Gravity, Cross Grain Shrinkage, Wood Defects that are self-evident in chords and web members, Upper Chord Buckling, Lower Chord splitting or failure points, web splitting or pull-outs, multiple roofing systems or membranes, multiple void spaces, compromised bearing walls or pilasters, compromised or degraded bearing points or truss ends.
  • Learn to identify masonry wall features and what they mean towards tactical operations
  • In smaller single story occupancies; any loss of structural integrity of a single truss component would likely cause the compromise or collapse of adjacent truss components and connective decking planks due to the interdependence and connectivity of the roofing support (trusses), purlins, rafters and roofing planks and outer membrane system. 
  • Typically the failure of one bowstring truss span will compromise or cause the collapse of each adjacent truss to either side of the original affected truss causing the failure of a sizeable roof area.
  • Companies operating on such affected roof area areas are subject to high risk and vulnerability should the roof area fail. Refer to the incident conditions and structural collapse from the Waldbaum’s Collapse, FDNY August 2, 1978. Go to the incident overview at Commandsafety.com HERE.
  • In smaller square foot commercial occupancies that have shallow depth bowstring truss components and both limited spans (less than 100 linear feet clear span) and number of trusses (six or less) the likelihood of a catastrophic roof collapse should be considered highly predicable in all incident action plans and during incident status monitoring.
  • The loss of load bearing and load transfer capabilities at these wall connections can contribute towards failure and collapse conditions. The end connections points (end cap or end shoe) of a bowstring truss are critical towards maintain truss performance and structural integrity.
  • The loss of truss axial orientation, resultant excessive deflection, loss of integrity of chord/ web geometry and connection points can lead to failure mechanisms and a cascading effect due to transferring of loads and possible overstressing and directly lead to subsequent failures.
  • It should be noted that fire service personnel should have a high degree of respect for the danger and susceptible risk imposed by compromised or failing bearing and non-load bearing walls.
  • Collapse zones must be established and access controlled based upon physical incident scene layout, access and proximal exposure structures.
  • All fire service personnel should have awareness level training and an understanding of recognizing collapse indicators for buildings of masonry construction and tactical safety considerations
  • Company and Command Officers must have a higher level of knowledge and training to be able to recognize subtle or obvious construction, conditions or indicators that will affect IAP, strategic, tactical or task assignments and be able to act upon those indicators with immediacy and urgency as conditions and risk dictate.
  • The Collapse Zone should be at a minimum be equal to the full height of the exterior masonry wall face and also take into consideration additional distance due building material momentum, bounce and toss due to individual bricks, steel lintels and other components and materials acting as projectiles and traveling distances greater than the defined “collapse zone”.

From CommandSafety.com' s 2010 postings: Chicago: Anatomy of a Building and its Collapse and Chicago: Anatomy of a Building and its Collapse-PDF Download

Some additional Insight Materials for discussion from CommandSafety.com and Buildingsonfire.com   

Ordinary and Heavy Timber Constructed Occupancies Training Download 

Note: CommandSafety.com and Buildingsonfire.com is in the process of revising and expanding this Training Download.

We hope to have the update published in early September 2011. Watch for posting announcements

Take at Look at this: Occupancy Risks versus Occupancy Types

Resources:

  • National Firefighter Near-Miss Reporting System Operational Safety Considerations at Ordinary and Heavy Timber Constructed Occupancies PowerPoint Program developed by Christopher Naum, HERE  
  •  Informational Support  Narrative download, HERE


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

Program Screenshot

 

The IAFF Fire Ground Survival Program (FGS) is the most comprehensive survival-skills and mayday-prevention program currently available and is open to all members of the fire service. Incorporating federal regulations, proven incident-management best practices and survival techniques from leaders in the field, and real case studies from experienced fire fighters, FGS aims to educate all fire fighters to be prepared if the unfortunate happens. 

 

 

 

 

 

For links to the IAFF Fire Ground Survival Program, HERE and HERE

The program will provide participating fire departments with the skills they need to improve situational awareness and prevent a mayday. Topics covered include:

  • Preventing the Mayday: situational awareness, planning, size up, air management, fitness for survival, defensive operations.
  • Being Ready for the Mayday: personal safety equipment, communications, accountability systems.
  • Self-Survival Procedures: avoiding panic, mnemonic learning aid “GRAB LIVES”— actions a fire fighter must take to improve survivability, emergency breathing.
  • Self-Survival Skills: SCBA familiarization, emergency procedures, disentanglement, upper floor escape techniques.
  • Fire Fighter Expectations of Command: command-level mayday training, pre-mayday, mayday and rescue, post-rescue, expanding the incident-command system, communications.

 
 
Take some time to look at the Photos from Tom Olk at http://olkee.smugmug.com/

 

Chicago Fire Department Funeral Service For Fire Fighter Ed Stringer

CHICAGO FIRE DEPARTMENT FUNERAL SERVICES FOR FALLEN FIRE FIGHTER EDWARD STRINGER Engine Co # 63 & Truck Co # 16 :

CHICAGO FIRE DEPARTMENT FUNERAL SERVICES FOR FALLEN FIRE FIGHTER EDWARD STRINGER Engine Co # 63 & Truck Co # 16

CHICAGO FIRE DEPARTMENT FUNERAL SERVICE FOR FIREFIGHTER COREY ANKUM FROM ENGINE CO#72 AND TOWER LADDER # 34 :

CHICAGO FIRE DEPARTMENT FUNERAL SERVICE FOR FIREFIGHTER COREY ANKUM FROM ENGINE CO#72 AND TOWER LADDER # 34

Chicago Fire Department 3-11 Alarm Fire W/a EMS Plan 2 And a Mayday For the Roof collapse At The Working Fire :

Chicago Fire Department 3-11 Alarm Fire W/a EMS Plan 2 And a Mayday For the Roof collapse At The Working Fire

 

Remembrance: Waldbaum’s Supermarket Fire and Collapse FDNY 1978 – 2011

No comments

The Waldbaum’s Supermarket Fire and Collapse FDNY 1978 - 2011

The Waldbaum Super market fire, Brooklyn, New York occurred on August 2, 1978. Six firefighters died in the line of duty when the roof of a burning Brooklyn supermarket collapsed, plunging 12 firefighters into the flames. The fire began in a hallway near the compressor room as crews were renovating the store, and quickly escalated to a fourth-alarm. Less than an hour after the fire was first reported, nearly 20 firefighters were on the roof when the central portion gave way. 

The FDNY members killed in the Waldbaum’s fire included:
• Lt. James E. Cutillo, Battalion 33
• Firefighter Charles S. Bouton, Ladder Company 156
• Firefighter Harold F. Hastings, Battalion 42
• Firefighter James P. McManus, Ladder Company 153
• Firefighter William O’Connor, Ladder Company 156
• Firefighter George S. Rice, Ladder Company 153 

Remembrance and Honor

Detailed information and insights previously posted on CommandSafety.com, HERE

The Hyatt Regency Skywalk Collapse 1981; The Begining of Urban Heavy Rescue

No comments

The Hyatt Regency Walkway Collapse July 1981

On July 17, 1981 a suspended walkway collapsed in The Hyatt Regency Hotel  in Kansas City, Missouri, killing 114 people and injuring 216 others during a tea dance. At the time, it was the deadliest structural collapse in U.S. history. This event and a subsequent series of other major incidents in the early and mid 1980′s began the formulative efforts towards defining the emerging field of Urban Heavy Rescue (UHR) that would transition into Urban Search  and Rescue (USAR) in the late 1980′s and early 1990′s. 

Another significant incident occurring in 1981 included the Harbor Cay Condominium Collapse (Cocoa Beach, Florida, 1981). This building was under construction at the time of collapse. Heavy floor and wall construction consisted of precast reinforced concrete slabs and cast-in-place concrete components. All five floors and the roof of the condominium collapsed in a pancake configuration, trapping a large number of construction workers. Eleven were killed and 23 injured. The incident involved more than 60 hours of continuous rescue operations and resources from 5 county fire districts; 16 municipal fire departments; and a response of Civil Defense, military, and private sector technical specialists.

Today marks the thirty year anniverary of the Kansas City event and the lessons learned that continue to be applied towards collapse rescue, urban search and rescue and techncial rescue operations, protocals, techniques, methodologies and preparedness.

On July 17, 1981, approximately 1,600 people gathered in the atrium to participate in and watch a dance competition. Dozens stood on the walkways. At 7:05 PM, the second-level walkway held approximately 40 people with more on the third and an additional 16 to 20 on the fourth level who watched the activities of crowd in the lobby below. The fourth floor bridge was suspended directly over the second floor bridge, with the third floor walkway offset several feet from the others.

Construction difficulties resulted in a subtle but flawed design change that doubled the load on the connection between the fourth floor walkway support beams and the tie rods carrying the weight of both walkways. This new design was barely adequate to support the dead load weight of the structure itself, much less the added weight of the spectators.

The connection failed and the fourth floor walkway collapsed onto the second floor and both walkways then fell to the lobby floor below, resulting in 111 immediate deaths and 216 injuries. Three additional victims died after being evacuated to hospitals making the total number of deaths 114 people.

Direct Link to the 1982 NIST Report, HERE

The hotel had only been in operation for approximately one year at the time of the walkways collapse, and the ensuing investigation of the accident revealed some unsettling facts:

  • During January and February, 1979, the design of the hanger rod connections was changed in a series of events and disputed communications between the fabricator (Havens Steel Company) and the engineering design team (G.C.E. International, Inc., a professional engineering firm). The fabricator changed the design from a one-rod to a two-rod system to simplify the assembly task, doubling the load on the connector, which ultimately resulted in the walkways collapse.
  • The fabricator, in sworn testimony before the administrative judicial hearings after the accident, claimed that his company (Havens) telephoned the engineering firm (G.C.E.) for change approval. G.C.E. denied ever receiving such a call from Havens.
  • On October 14, 1979 (more than one year before the walkways collapsed), while the hotel was still under construction, more than 2700 square feet of the atrium roof collapsed because one of the roof connections at the north end of the atrium failed.
  • In testimony, G.C.E. stated that on three separate occasions they requested on-site project representation during the construction phase; however, these requests were not acted on by the owner (Crown Center Redevelopment Corporation), due to additional costs of providing on-site inspection.
  • Even as originally designed, the walkways were barely capable of holding up the expected load, and would have failed to meet the requirements of the Kansas City Building Code.

 The Kansas City Star has a dedicated memorial website established with images, video and information; HERE 

A look back at the Hyatt Regency Skywalk Disaster, HERE

Kansas City (MO) Fire Department, HERE

Photos from Hyatt Regency Skywalk collapse aftermath, HERE

The high number of dead and injured, the location of the collapse, the size of the collapsed material, and the ineffectiveness of the typical emergency service tools created severe rescue limitations.

The incident required a large number of medical personnel working alongside the rescuers.

Twenty-nine live victims were removed from under the debris during the rescue operations. Heavy rigging and construction specialists and heavy equipment were needed to remove the debris during the rescue operations. large scale rescue operation soon unfolded. Heroes of the evening ranged from a husband who pulled his wife’s trapped foot from the wreckage, to a surgeon who performed an emergency amputation to save a trapped and bleeding victim, to construction crew workers who toiled throughout the night clearing the debris.

A local crane company arrived at the scene to remove sections of collapsed walkway. Dispatchers called in emergency vehicles from throughout the city. Outlying cities such as Belton and Lee’s Summit offered help within minutes of the dispatch calls. Victims were rushed to four nearby hospitals. Donors poured into the Greater Kansas City Community Blood Center. Local talk-show host Walt Bodine broadcast throughout the night. As late as midnight, excavators were trying to reach over a dozen people still trapped under the debris. At 5 a.m., workers uncovered the final 31 bodies from the last slab of concrete to be removed.

The rescue operation lasted well into the next morning and was carried out by a veritable army of emergency personnel, including 34 fire trucks, and paramedics and doctors from five area hospitals. Dr. Joseph Waeckerle directed the rescue effort setting up a makeshift morgue in the ruined lobby and turning the hotel’s taxi ring into a triage center, helping to organize the wounded by highest need for medical care. Those who could walk were instructed to leave the hotel to simplify the rescue effort, the fatally injured were told they were going to die and given morphine.

Workmen from a local construction company were also hired by the city fire department, bringing with them cranes, bulldozers, jackhammers and concrete-cutting power saws.

The biggest challenge to the rescue operation came when falling debris severed the hotel’s water pipes, flooding the lobby and putting trapped survivors at great risk of drowning. As the pipes were connected to water tanks, as opposed to a public source, the flow could not be shut off.

Eventually, Kansas City’s fire chief realized that the hotel’s front doors were trapping the water in the lobby. On his orders, a bulldozer was sent in to rip out the doors, which allowed the water to pour out of the lobby and thus eliminated the danger to survivors.

 

Diagram of the Atrium before the Collapse from the Kansascitystar.com

 

After the Collapse. Diagram from the Kansascitystar.com

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

Photo of one of the walkway cross-beams, lying on the floor of the lobby. This is one of the 4th floor beams, as evidenced by having two bolt holes drilled through the beam. The 2nd floor beams had a single rod hole.

The Hyatt Regency Hotel walkway collapse did not occur as a result of innovative design, construction or material use, but rather as a product of numerous management errors. It was these fatal management errors that resulted in the flawed construction detail to be used in the support system of the walkways of the Hotel Atrium (Moncarz, Fellow, and Taylor 2000). Various events and disputed communications between G.C.E. engineers and Havens Steel Company resulted in the design change from a single to a double hanger rod box beam connection on the fourth floor walkways (Texas A&M University 2009).
The original design detail of continuous threading of the nut through two stories of the building appeared to be impractical to the contractor and as such he changed the design drawings (Shop Drawing 30 and Erection Drawing E-3) and replaced the original single hanger rod design with a two rod system. In the two rod system, one rod goes from the lower to the upper bridge and the other goes from the upper bridge to the roof truss (Moncarz, Fellow, and Taylor 2000).
This change in the hanger rod more or less doubled the load to be transferred on the 4th floor box beam-hanger rod connection (Marshall 1982). The design load for the fourth floor walkway was 20.3 kips (90 kN) when under the new design system the connection should have had a design load of double that, 40.7 kips (181 kN) (Texas A&M University 2009). The original hanger rod design would have been able to hold the load at the time of the collapse (Marshall 1982).
Within a year, the box beams resting on the supporting rod nuts and washers were deformed, so that the box beam resting on the nuts and washers on the rods could no longer hold up the load, thus the box beams detached from the ceiling rods and the fourth and second floor walkways of the Hotel. Had this change in the hanger rod design not been made, the maximum capacity of the design connection would have been far short of Kansas City building code requirements which require a minimum value of 33.9 kips (151 kN).
The value for the original connection would have been approximately 20.5 kips (91 kN) meaning that the original connection capacity would have been only 60% of what was expected by building codes (Texas A&M University 2009). Apart from the design change, poor management and decisions on the part of the construction firm and engineering firm, and the failure of the connection to meet building codes, other factors resulted in the collapse of the hotel. Quality of workmanship, improper welding and connections, inadequate building material, failure on the part of the hotel to hire building inspectors as well as failure of the building inspectors to allow the building to be occupied despite its hazards were also factors in the collapse (Kieckhafer, Moses, and Warta 2010).
One year into construction on the Hyatt skywalks, G.C.E. Engineers submitted a series of drawings detailing the connections points suspending the walkways to the fabricator, Havens Steel Company.
Originally proposing that a single hanger rod should support the walkways, G.C.E. approved of the fabricator’s suggestion to redesign this connection using two smaller rods. However, a miscommunication occurred between the two groups when neither G.C.E. nor the fabricator made calculations on the strength of the beam, each claiming that they themselves were not responsible. A second opportunity to test the connection points presented itself during the construction phase when the atrium ceiling collapsed: calculations were then made at these crucial points, but not on the skywalk connections. G.C.E. was later held responsible for allowing the design to pass inspection although it was far below Kansas City building codes. Had these points been tested, G.C.E. would have discovered that the critical connections points at these box beams supported only one third of the load capacity required (Nelson 2006).

Close-up of third floor hanger rod and cross-beam, showing yielding of the material. The flanges have been bent significantly, and the webs are bowed out against the fireproofing sheet rock. It should be remembered that the 3rd floor walkway cross beams were subjected to only half the loading of that induced in the 4th floor beams. The distortion shown below was caused by only very light loading, mostly due to the dead load of the structure.

Original Design versus As-Built

LINKS

Check out the following books about the Hyatt Regency disaster held by the Kansas City Public Library:

Continue researching the Hyatt Regency disaster using material held by the Missouri Valley Special Collections:

Additional references:

 

pdf icon Investigation of the Kansas City Hyatt Regency Walkways Collapse. Building Science Series (Final). (57803 K)
Marshall, R. D.; Pfrang, E. O.; Leyendecker, E. V.; Woodward, K. A.; Reed, R. P.; Kasen, M. B.; Shives, T. R.

NBS BSS 143; May 1982. An investigation into the collapse of two suspended walkways within the atrium area of the Hyatt Regency Hotel in Kansas City, Mo., is presented in this report. The investigation included on-site inspections, laboratory tests and analytical studies. Three suspended walkways spanned the atrium at the second, third, and fourth floor levels. The second floor walkway was suspended from the forth floor walkway which was directly above it. In turn, this fourth floor walkway was suspended from the atrium roof framing by a set of six hanger rods. The third floor walkway was offset from the other two and was independently suspended from the roof framing by another set of hanger rods. In the collapse, the second and fourth floor walkways fell to the atrium floor with the fourth floor walkway coming to rest on top of the lower walkway.

  

Chronology Of The Hyatt Regency Walkways Collapse

  • Early 1976: Crown Center Redevelopment Corporation (owner) commences project to design and build a Hyatt Regency Hotel in Kansas City, Missouri.
  • July 1976: Gillum-Colaco, Inc. (G.C.E. International, Inc., 1983), a Texas corporation, selected as the consulting structural engineer for the Hyatt project.
  • July 1976- Hyatt project in schematic design development.
  • Summer 1977: G.C.E. assisted owner and architect (PBNDML Architects, Planners, Inc.) with developing various plans for hotel project, and decided on basic design.
  • Late 1977- Bid set of structural drawings and specifications
  • Early 1978: Project prepared, using standard Kansas City, Missouri, Building Codes.
  • April 4, 1978: Actual contract entered into by G.C.E. and the architect, PBNDML Architects, Planners, Inc. G.C.E. agreed to provide “all structural engineering services for a 750-room hotel project located at 2345 McGee Street, Kansas City, Missouri.”
  • Spring 1978: Construction on hotel begins.
  • August 28, 1978: Specifications on project issued for construction, based on the American Institute of Steel Construction (AISC) standards used by fabricators.
  • December 1978: Eldridge Construction Company, general contractor on the Hyatt project, enters into subcontract with Havens Steel Company. Havens agrees to fabricate and erect the atrium steel for the Hyatt project.
  • January 1979: Events and communications between G.C.E. and Havens.
  • February 1979: Havens makes design change from a single to a double hanger rod box beam connection for use at the fourth floor walkways. Telephone calls disputed; however, because of alleged communications between engineer and fabricator, Shop Drawing 30 and Erection Drawing E3 are changed.
  • February 1979: G.C.E. receives 42 shop drawings (including Shop Drawing 30 and Erection Drawing E-3) on February 16, and returns them to Havens stamped with engineering review stamp approval on February 26.
  • October 14, 1979: Part of the atrium roof collapses while the hotel is under construction. Inspection team called in, whose contract dealt primarily with the investigation of the cause of the roof collapse and created no obligation to check any engineering or design work beyond the scope of their investigation and contract.
  • October 16, 1979: Owner retains an independent engineering firm, Seiden-Page, to investigate the cause of the atrium roof collapse.
  • October 20, 1979: Gillum writes owner, stating he is undertaking both an atrium collapse investigation as well as a thorough design check of all the members comprising the atrium roof.
  • October- Reports and meetings from engineer to clients
  • November 1979: owner/architect assures clients of overall safety of the entire atrium.
  • July 1980: Construction of hotel complete, and the Kansas City Hyatt Regency Hotel opens for business.
  • July 17, 1981: Connections supporting the rods from the ceiling that held up the 2nd and 4th floor walkways across the atrium of the Hyatt Regency Hotel collapse, killing 114 and injuring in excess of 200 others.
  • February 3, 1984: Missouri Board of Architects, Professional Engineers and Land Surveyors files complaint against Daniel M. Duncan, Jack D. Gillum and G.C.E. International Inc., charging gross negligence, incompetence, misconduct and unprofessional conduct in the practice of engineering in connection with their performance of engineering services in the design and construction of the Hyatt Regency Hotel in Kansas City, Missouri.
  • November, 1984: Duncan, Gillum, and G.C.E. International, Inc. found guilty of gross negligence, misconduct and unprofessional conduct in the practice of engineering. Subsequently, Duncan and Gillum lost their licenses to practice engineering in the State of Missouri, and G.C.E. had its certificate of authority as an engineering firm revoked. American Society of Civil Engineering (ASCE) adopts report that states structural engineers have full responsibility for design projects. Duncan and Gillum now practicing engineers in states other than Missouri.
  • Investigators, including David Tonneman (a respected engineering critic), concluded that the basic problem was a lack of proper communication between Jack D. Gillum and Associates, Christopher Willoughby (a University of Michigan engineering student at the time), and Havens Steel.
  • In particular, the drawings prepared by Jack D. Gillum and Associates were only preliminary sketches but were interpreted by Havens as finalized drawings.
  • Jack D. Gillum and Associates failed to review the initial design thoroughly, and accepted Havens’ proposed plan without performing basic calculations that would have revealed its serious intrinsic flaws — in particular, the doubling of the load on the fourth-floor beams.
  • The engineers employed by Jack D. Gillum and Associates who had approved the final drawings were convicted by the Missouri Board of Architects, Professional Engineers, and Land Surveyors of gross negligence, misconduct and unprofessional conduct in the practice of engineering; they all lost their engineering licenses in the states of Missouri and Texas and their membership with ASCE.
  • While Jack D. Gillum and Associates itself was discharged of criminal negligence, it lost its license to be an engineering firm
  •   

The Following is a direct reference to ENGINEERING ETHICS The Kansas City Hyatt Regency Walkways Collapse  pubished by theDepartment of Philosophy and Department of Mechanical Engineering  Texas A&M University  through NSF Grant Number DIR-9012252 Direct Link: http://ethics.tamu.edu/ethics/hyatt/hyatt1.htm

Structural Failure During the Atrium Tea Dance

In 1976, Crown Center Redevelopment Corporation initiated a project for designing and building a Hyatt Regency Hotel in Kansas City Missouri. In July of 1976, Gillum-Colaco, Inc., a Texas corporation, was selected as the consulting structural engineer for the project. A schematic design development phase for the project was undertaken from July 1976 through the summer of 1977. During that time, Jack D. Gillum (the supervisor of the professional engineering activities of Gillum-Colaco, Inc.) and Daniel M. Duncan (working under the direct supervision of Gillum, the engineer responsible for the actual structural engineering work on the Hyatt project) assisted Crown Center Redevelopment Corporation (the owner) and PBNDML Architects, Planners, Inc. (the architect on the project) in developing plans for the hotel project and deciding on its basic design. A bid set of structural drawings and specifications for the project were prepared in late 1977 and early 1978, and construction began on the hotel in the spring of 1978. The specifications on the project were issued for construction on August 28, 1978.

On April 4, 1978, the actual written contract was entered into by Gillum-Colaco, Inc. and PBNDML Architects, Planners, Inc. The contract was standard in nature, and Gillum-Colaco, Inc. agreed to provide all the structural engineering services for the Hyatt Regency project. The firm Gillum-Colaco, Inc. did not actually perform the structural engineering services on the project; instead, they subcontracted the responsibility for performing all of the structural engineering services for the Hyatt Regency Hotel project to their subsidiary firm, Jack D. Gillum & Associates, Ltd. (hereinafter referenced as G.C.E.).7 According to the specifications for the project, no work could start until the shop drawings for the work had been approved by the structural engineer.

Three teams, with particular roles to play in the construction system employed in building the Hyatt Regency Hotel, were contracted for the project: PBNDML and G.C.E. made up the “design team,” and were authorized to control the entire project on behalf of the owner; Eldridge Construction Co., as the “construction team,” was responsible for general contracting; and the “inspection team,” made up of two inspecting agencies (H&R Inspection and General Testing), a quality control official, a construction manager, and an investigating engineer (Seiden and Page).

On December 19, 1978, Eldridge Construction Company, as general contractor, entered into a subcontract with Havens Steel Company, who agreed to fabricate and erect the atrium steel for the Hyatt project.

G.C.E. was responsible for preparing structural engineering drawings for the Hyatt project: three walkways spanning the atrium area of the hotel. Wide flange beams with 16-inch depths (W16x26) were used along either side of the walkway and hung from a box beam (made from two MC8x8.5 rectangular channels, welded toe-to-toe). A clip angle welded to the top of the box beam connected these beams by bolts to the W section. This joint carried virtually no moment, and therefore was modeled as a hinge. One end of the walkway was welded to a fixed plate and would be a fixed support, but for simplicity, it could be modeled as a hinge. This only makes a difference on the hanger rod nearest this support (it would carry less load than the others and would not govern design). The other end of the walkway support was a sliding bearing modeled by a roller. The original design for the hanger rod connection to the fourth floor walkway was a continuous rod through both walkway box beams (Figure 1 below).

Events and disputed communications between G.C.E. engineers and Havens resulted in a design change from a single to a double hanger rod box beam connection for use at the fourth floor walkways. The fabricator requested this change to avoid threading the entire rod. They made the change, and the contract’s Shop Drawing 30 and Erection Drawing E-3 were changed (Figure 2 shows the hanger rod as built).

On February 16, 1979, G.C.E. received 42 shop drawings (including the revised Shop Drawing 30 and Erection Drawing E-3). On February 26, 1979, G.C.E. returned the drawings to Havens, stamped with Gillum’s engineering review seal, authorizing construction. The fabricator (Havens) built the walkways in compliance with the directions contained in the structural drawings, as interpreted by the shop drawings, with regard to these hangers. In addition, Havens followed the American Institute of Steel Construction (AISC) guidelines and standards for the actual design of steel-to-steel connections by steel fabricators.

As a precedent for the Hyatt case, the Guide to Investigation of Structural Failure‘s Section 4.5, “Failure Causes Classified by Connection Type,” states that:

Overall collapses resulting from connection failures have occurred only in structures with few or no redundancies. Where low strength connections have been repeated, the failure of one has lead to failure of neighboring connections and a progressive collapse has occurred. The primary causes of connection failures are:

  1. Improper design due to lack of consideration of all forces acting on a connection, especially those associated with volume changes.
  2. Improper design utilizing abrupt section changes resulting in stress concentrations.
  3. Insufficient provisions for rotation and movement.
  4. Improper preparation of mating surfaces and installation of connections.
  5. Degradation of materials in a connection.
  6. Lack of consideration of large residual stresses resulting from manufacture or fabrication.

On October 14, 1979, part of the atrium roof collapsed while the hotel was under construction. As a result, the owner called in the inspection team. The inspection team’s contract dealt primarily with the investigation of the cause of the roof collapse and created no obligation to check any engineering or design work beyond the scope of their investigation and contract. In addition to the inspection team, the owner retained, on October 16, 1979, an independent engineering firm, Seiden-Page, to investigate the cause of the atrium roof collapse. On October 20, 1979, G.C.E.’s Gillum wrote the owner, stating that he was undertaking both an atrium collapse investigation as well as a thorough design check of all the members comprising the atrium roof. G.C.E. promised to check all steel connections in the structures, not just those found in the roof.

From October-November, 1979, various reports were sent from G.C.E. to the owner and architect, assuring the overall safety of the entire atrium. In addition to the reports, meetings were held between the owner, architect and G.C.E.

In July of 1980, the construction was complete, and the Kansas City Hyatt Regency Hotel was opened for business.

Just one year later, on July 17, 1981, the box beams resting on the supporting rod nuts and washers were deformed, so that the box beam resting on the nuts and washers on the rods could no longer hold up the load. The box beams (and walkways) separated from the ceiling rods and the fourth and second floor walkways across the atrium of the Hyatt Regency Hotel collapsed, killing 114 and injuring in excess of 200 others.

One investigation report gave the following summary:

The Hyatt Regency consists of three main sections: a 40-story tower section, a function block, and a connecting atrium. The atrium is a large open area, approximately 117 ft (36 m) by 145 ft (44 m) in plan and 50 ft (15 m) high. Three suspended walkways spanned the atrium at the second, third and fourth floor levels [see Figure 3 on following page]. These walkways connected the tower section and the function block. The third floor walkway was independently suspended from the atrium roof trusses while the second floor walkway was suspended from the fourth floor walkway, which in turn was suspended from the roof framing.

In the collapse, the second and fourth floor walkways fell to the atrium first floor with the fourth floor walkway coming to rest on top of the second. Most of those killed or injured were either on the atrium first floor level or on the second floor walkway. The third floor walkway was not involved in the collapse.

Following the accident investigations, on February 3, 1984, the Missouri Board of Architects, Professional Engineers and Land Surveyors filed a complaint against Daniel M. Duncan, Jack D. Gillum, and G.C.E. International, Inc., charging gross negligence, incompetence, misconduct and unprofessional conduct in the practice of engineering in connection with their performance of engineering services in the design and construction of the Hyatt Regency Hotel. The NBS report noted that:

The hanger rod detail actually used in the construction of the second and fourth floor walkways is a departure from the detail shown on the contract drawings. In the original arrangement each hanger rod was to be continuous from the second floor walkway to the hanger rod bracket attached to the atrium roof framing. The design load to be transferred to each hanger rod at the second floor walkway would have been 20.3 kips (90 kN). An essentially identical load would have been transferred to each hanger rod at the fourth floor walkway. Thus the design load acting on the upper portion of a continuous hanger rod would have been twice that acting on the lower portion, but the required design load for the box beam hanger rod connections would have been the same for both walkways (20.3 kips (90 kN)).11

The hanger rod configuration actually used consisted of two hanger rods: the fourth floor to ceiling hanger rod segment as originally detailed on the second to fourth floor segment which was offset 4 in. (102 mm) inward along the axis of the box beam. With this modification the design load to be transferred by each second floor box beam-hanger rod connection was unchanged, as were the loads in the upper and lower hanger rod segments. However, the load to be transferred from the fourth floor box beam to the upper hanger rod under this arrangement was essentially doubled, thus compounding an already critical condition. The design load for a fourth floor box beam-hanger rod connection would be 40.7 kips (181 kN) for this configuration. …

Had this change in hanger rod detail not been made, the ultimate capacity of the box beam-hanger rod connection still would have been far short of that expected of a connection designed in accordance with the Kansas City Building Code, which is based on the AISC Specification. In terms of ultimate load capacity of the connection, the minimum value should have been 1.67 times 20.3, or 33.9 kips (151 kN). Based on test results the mean ultimate capacity of a single-rod connection is approximately 20.5 kips (91 kN), depending on the weld area. Thus the ultimate capacity actually available using the original connection detail would have been approximately 60% of that expected of a connection designed in accordance with AISC Specifications.12

During the 26-week administrative law trial that ensued, G.C.E. representatives denied ever receiving the call about the design change. Yet, Gillum affixed his seal of approval to the revised engineering design drawings.

Results of the hearing concluded that G.C.E., in preparation of their structural detail drawings, “depicting the box beam hanger rod connection for the Hyatt atrium walkways, failed to conform to acceptable engineering practice. [This is based] upon evidence of a number of mistakes, errors, omissions and inadequacies contained on this section detail itself and of [G.C.E.'s] alleged failure to conform to the accepted custom and practice of engineering for proper communication of the engineer’s design intent.”13 Evidence showed that neither due care during the design phase, nor appropriate investigations following the atrium roof collapse were undertaken by G.C.E. In addition, G.C.E. was found responsible for the change from a one-rod to a two-rod system. Further, it was found that even if Havens failed to review the shop drawings or to specifically note the box beam hanger rod connections, the engineers were still responsible for the final check. Evidence showed that G.C.E. engineers did not “spot check” the connection or the atrium roof collapse, and that they placed too much reliance on Havens.

Due to evidence supplied at the Hearings, a number of principals involved lost their engineering licenses, a number of firms went bankrupt, and many expensive legal suits were settled out of court. In November, 1984, Duncan, Gillum, and G.C.E. International, Inc. were found guilty of gross negligence, misconduct and unprofessional conduct in the practice of engineering. Subsequently, Duncan and Gillum lost their licenses to practice engineering in the State of Missouri (and later, Texas), and G.C.E. had its certificate of authority as an engineering firm revoked.

As a result of the Hyatt Regency Walkways Collapse, the American Society of Civil Engineering (ASCE) adopted a report that states structural engineers have full responsibility for design projects.

Both Duncan and Gillum are now practicing engineers in states other than Missouri and Texas.

The responsibility for and obligation to design steel-to-steel connections in construction lies at the heart of the Hyatt Regency Hotel project controversy. To understand the issues of negligence and the engineer’s design responsibility, we must examine some key elements associated with professional obligations to protect the public. This will be discussed in class from three perspectives: the implicit social contract between engineers and society; the issue of public risk and informed consent; and negligence and codes of ethics of professional societies.

Annotated Bibliography

Davis, Michael, “Thinking Like An Engineer: The Place of a Code of Ethics in the Practice of a Profession,” Philosophy & Public Affairs, Vol. 20, No. 2, Spring 1991, pp. 150-167. (see also, “Explaining Wrongdoing,” Journal of Social Philosophy, Vol. 20, Numbers 1&2, Spring/Fall 1989, pp. 74-90.

In these lucid essays, Davis argues that “a code of professional ethics is central to advising individual engineers how to conduct themselves, to judging their conduct, and ultimately to understanding engineering as a profession.” Using the now infamous Challenger disaster as his model, Davis discusses both the evolution of engineering ethics as well as why engineers should obey their professional codes of ethics, from both a pragmatic and ethically-responsible point of view. Essential reading for any graduating engineering student.

Engineering News Report.

Throughout the hearings, Engineering News Report, published by the National Society of Professional Engineers (NSPE), kept vigilant watch over the case. Of particular interest are their following articles:

  • “Hyatt Walkway Design Switched,” July 30, 1981.
  • “Hyatt Hearing Traces Design Change,” July 26, 1984.
  • “Difference of Opinion: Hyatt Structural Engineer Gillum Disputes NBS Collapse Report,” September 6, 1984.
  • “Weld Aided Collapse, Witness Says,” September 13, 1984.
  • “Judge Bars Hyatt Tests,” September 20, 1984.
  • “Hyatt Engineers Found Guilty of Negligence,” November 21, 1985.
  • “Hyatt Ruling Rocks Engineers,” November 28, 1985.
  • “Construction Rescuers Sue,” August 7, 1986.

Glickman, Theodore S., and Michael Gough (eds.), Readings in Risk, Washington, D.C.: Resources for the Future, 1990.

This is an excellent collection of essays on managing technology-induced risk. As a starting-off point, of particular worth to the engineers are the essays: “Probing the Question of Technology-Induced Risk” and “Choosing and Managing Technology-Induced Risk,” by M. Granger Morgan; “Defining Risk,” by Baruch Fischhoff, Stephen R. Watson, and Chris Hope; “Risk Analysis: Understanding ‘How Safe is Safe Enough?’,” by Stephen L. Derby and Ralph L. Keeney; “Social Benefit Versus Technological Risk,” by Chauncey Starr; and “The Application of Probabilistic Risk Assessment Techniques to Energy Technologies,” by Norman C. Rasmussen.

Gibble, Kenneth (ed.), Management Lessons from Engineering Failures, Proceedings of a symposium sponsored by the Engineering Management Division of the American Society of Civil Engineers in conjunction with the ASCE Convention in Boston, October 28, 1986, New York: American Society of Civil Engineers, 1986.

This short work examines a variety of engineering failures, including those involving individual planning, and project failures. In particular see Irvin M. Fogel’s essay, “Avoiding ‘Failures’ Caused by Lack of Management,” and Gerald W. Farquhar’s “Lessons to be Learned in the Management of Change Orders in Shop Drawings,” both excellent illustrations for use with the Hyatt case.

Hall, John C., “Acts and Omissions,” The Philosophical Quarterly, Vol. 39, No. 157, October 1989, pp. 399-408.

This article is a discussion of the legal and ethical ramifications of professional choices and activities, both active and passive.

“Hyatt Notebook: Parts I and II,” Kansas City, October 1984 and November 1984.

These are two articles written by a Kansas City television reporter for the local magazine, Kansas City, detailing highlights from the 26-week Hyatt Regency Walkways Collapse hearings.

Janney, Jack R. (ed.), Guide to Investigation of Structural Failures, prepared for the American Society of Civil Engineers’ Research Council on Performance of Structures, sponsored by the Federal Highway Administration, U.S. Department of Transportation, Contract No. DOTFH118843, 1979.

This short volume gives an excellent overview of structural failure investigation procedures, and discusses failure causes by project type, structural type, and material, connection and foundation type. In addition, discussions on field operations, project management, and data analysis and reports are offered. Of particular interest to those studying the Hyatt case are sections 4.5-4.7, “Failure Causes Classified by Connection Type,” and “Steel to Steel Connections.”

Martin, Mike W. and Roland Schinzinger, Ethics in Engineering (2nd ed.), New York: McGraw-Hill Book Company, 1989.

An excellent text-book treatment of ethical issues in engineering. Of particular interest to this case is Part Two, “The Experimental Nature of Engineering,” and Part Three, “Engineers, Management and Organizations.”

McK Norrie, Kenneth, “Reasonable: The Keystone of Negligence,” Journal of Medical Ethics, Vol. 13, No. 2, June 1987, pp. 92-94.

This article is a brief discussion of legal liability for professional actions. “The more knowledge, skill and experience a person has, the higher standard the law subjects that person to” (p. 92).

PDF version: Missouri Board for Architects, Professional Engineers and Land Surveyors vs. Daniel M. Duncan, Jack D. Gillum and G.C.E. International, Inc., before the Administrative Hearing Commission, State of Missouri, Case No. AR840239, Statement of the Case, Findings of Fact, Conclusions of Law and Decision rendered by Judge James B. Deutsch, November 14, 1985, 442 pp. Note this is a BIG file – 20 Mb!

Word version: Missouri Board for Architects, Professional Engineers and Land Surveyors vs. Daniel M. Duncan, Jack D. Gillum and G.C.E. International, Inc., before the Administrative Hearing Commission, State of Missouri, Case No. AR840239, Statement of the Case, Findings of Fact, Conclusions of Law and Decision rendered by Judge James B. Deutsch, November 14, 1985, 442 pp. This has been changed to Word format, without any checking. Many errors are found when the scanner attempted to transcribe the pdf file to Word, but no one has found the time to correct the conversion

This volume contains the findings, conclusions of law and the final decision of the Hyatt Regency Walkways Collapse case, as rendered by Judge James B. Deutsch. The volume contains both the findings of the case and an excellent general discussion of responsibilities of the professional engineer.

Pfrang, Edward O. and Richard Marshall, “Collapse of the Kansas City Hyatt Regency Walkways,” Civil Engineering-ASCE, July 1982, pp. 65-68.

Official findings of the failure investigation conducted by the National Bureau of Standards, U.S. Department of Commerce. Among its conclusions was this: “Even if the now-notorious design shift in the hanger rod details had not been made, the entire design of all three walkways, including the one which did not collapse, was a significant violation of the Kansas City Building Code.”

 

Lobby Area

 

June 1981

 

Post Collapse

 

MCI Triage Operations

 

Cross Section Architectural Diagram of Walkways

Schematic View of the Walkways

Cross Section Construction Detail of the Walkway

Remembering Hackensack and Gloucester

1 comment

Hackensack (NJ) Ford Fire July 1, 1988

As we approach the July 4th holiday period, two significant LODD incidents previously occurred during this time frame that hold a number of lessons learned related to command management, operations, building construction principles and building performance, fire behavior and the ever present dangers of the job.

Take the opportunity to learn more about these events, and expand your insights and knowledge base.

Take a moment to reflect upon the supreme sacrifice made by these heroic firefighters and the messages that lay within the pages of the incident case studies, reports and summaries.

There’s a lot of practical safety and operational information on these events along with a tremendous volume of information in the various text books on strategy and tactics, incident command and building construction.

Learn from the past so we don’t repeat it. Remember- NO MORE HISTORY REPEATING EVENTS!

The Hackensack Ford Fire & Collapse occurred nearly ten years AFTER another tragic LODD event involving a bowstring truss roof collapse; the August 2nd, 1978 FDNY Waldbaum’s Fire, Brooklyn, New York that took the lives of six FDNY firefighters.

Street Smarts for Safety and Survival…………Stay safe.
Additional Relevant Safety considerations, HERE and HERE

Twenty-Three Year Anniversary Hackensack Ford Fire and Truss roof collapse, Hackensack Fire Department. July 1st, 1988

Pause to remember our brothers who made the ultimate sacrifice twenty-three years ago, on July 1st, 1988 and the lessons learned from this event.

On July 1, 1988 Hackensack’s Captain RICHARD L. WILLIAMS, Lieutenant RICHARD REINHAGEN, Firefighter WILLIAM KREJSA, firefighter LEONARD RADUMSKI, and Firefighter STEPHEN ENNIS lost their lives at Hackensack Ford when a bowstring arch truss collapsed entrapping them in the area below. The five firefighters were in the structure, a bowstring truss building, when the roof suddenly collapsed a 60-foot square section of the building’s wood bowstring truss roof collapsed, and an intense fire immediately engulfed the area. Williams, Kresja and Radumski were killed instantly, and four other firefighters escaped. Reinhagen and Ennis survived the initial collapse and found refuge in a tool room where they spent the next 13 minutes calling for help.. . despite heroic rescue attempts, succumbed to carbon monoxide poisoning. Approximately 90 minutes after the collapse, firefighters located the bodies of their fallen comrades.

Three (3) building factors contributed to the collapse of this bowstring trussed roof:

• Alterations that consisted of a heavy ceiling of cementitious material on wire lathe;
• Auto parts storage in the attic; and
• The Fire burned for a significant length of time and was well advanced prior to detection.
• This roof collapsed 35 Minutes after the initial units arrived.

Remember:
• CAPT. RICHARD L. WILLIAMS, Engine Co. No. 304
• LIEUT. RICHARD REINHAGEN, Engine Co. No. 302
• F/F WILLIAM KREJSA, Engine Co. No. 301
• F/F LEONARD RADUMSKI, Engine Co. No. 302
• F/F STEPHEN ENNIS, Rescue Co. No. 308

NFPA SUMMARY
Hackensack, New Jersey Fire Fighter Fatalities July 1, 1988

Five fire fighters from the Hackensack, New Jersey Fire Department were killed while they were engaged in interior fire suppression efforts at an automobile dealership when portions of the building’s wood bowstring truss roof suddenly collapsed. The incident occurred on Friday, July 1, 1988, at approximately 3:00 p.m., when the fire department began to receive the first of a series of telephone calls reporting “flames and smoke” coming from the roof of the Hackensack Ford Dealership.

Two engines, a ladder company, and a battalion chief responded to the first alarm assignment. The first arriving fire fighters observed a “heavy smoke condition” at the roof area of the building. Engine company crews investigated the source of the smoke inside the building while the truck company crew assessed conditions on the roof. For the next 20 minutes, the focus of the suppression effort was concentrated on these initial tactics.

During this time, however, little headway appeared to have been made by the initial suppression efforts, and the magnitude of the fire continued to grow. The overall fire ground tactics were shifted to a more “defensive” posture (exterior operation) and the battalion chief gave the order to “back your lines out.” However, before suppression crews could exit form the interior, a sudden partial collapse of the truss roof occurred, trapping six fire fighters. An intense fire immediately engulfed the area of the collapse. One trapped fire fighter was able to escape through an opening in the debris. The other five died as a result of the collapse. This incident and several others before and since, provide important lessons to the fire service regarding the fire ground hazards of wood truss roof assemblies.

This NFPA Summary may be reproduced in whole or in part for fire safety educational purposes as long as the meaning of the summary is not altered, credit is given to NFPA and the copyright of the NFPA is protected.

Following is an excerpt from the New York Times article:
Demers contended that Chief Williams, primarily because of the volume of fire on the rooftop, should have ordered nine firefighters out of the garage within 7 minutes of his arrival. The order to pull out was given at 3:34 p.m., about 30 minutes after his arrival, the report said.

  • “This radio message was not acknowledged by any companies,” the report said.

The roof collapsed at 3:36 p.m. Three firefighters were hit by burning debris and killed, four escaped, and two, Lieut. Richard R. Reinhagen and Stephen Ennis, took refuge in the tool room.

  • At 3:39 p.m., Lieutenant Reinhagen began to radio his location and appeal for help, the report said.

In one of the major communications flaws cited by Mr. Demers at the fire scene, all departmental communications were transmitted on a single channel, or frequency. Consequently, Lieutenant Reinhagen’s appeals for help were intermingled with orders for deploying men and hoses and instructions to arriving companies.

  • “You have to hurry, we’re running out of air,” Lieutenant Reinhagen said at 3:42 p.m.

Headquarters then radioed to Chief Williams: “Expedite on that, they’re running out of air.” The transcript did not show any response from Chief Williams.Over the next 6 minutes, through 3:48 p.m., Lieutenant Reinhagen made 10 more calls. None was answered. For three of the minutes, bells indicating depletion of his air tanks’ supply were ringing repeatedly. At one point, a civilian who overheard the ringing on a radio scanner called fire headquarters to tell officials of the noise.

At 3:49 p.m., the Lieutenant radioed: “Chief, this is Lieutenant Reinhagen. I’m still stuck back in the right rear of the building in the closet. We are out of air in a closet. We’re out of air.”
“What’s your location?” Chief Williams said. The response was inaudible and the Chief began ordering water from a truck.

At 3:50 p.m., the Lieutenant got the Chief directly and repeated that they were “stuck in a closet” and “out of air.”

  • “Stuck in a closet?” Chief Williams asked.

Twelve seconds later, the Chief Williams asked: “Where you at?”

  • “Right there in the closet,” came the response.
  • Fourteen seconds later, Lieutenant Reinhagen radioed again: “Help. The right rear. Out of air. Anybody out there? Stuck in the closet, right rear. No air. Help.”

The Lieutenant was asked if he was on the first or second floor. “First floor, underneath the collapsed ceiling,” the Lieutenant said at 3:52 p.m. It was his last transmission. Firemen eventually punched a hole through an exterior wall about 10 feet from the tool room, but saw only a mass of flame, Mr. Demers said. The burning timbers were leaning against the tool room, he said, but neither fireman was burned.

Learn from the past so we don’t repeat it. Remember- NO MORE HISTORY REPEATING EVENTS!

Some Open Questions;

  • What impact did the Hackensack Ford Fire & Collapse have upon you in your career?
  • Were you aware of this event and its lessons learned prior to this posting?
  • What do you feel you need to learn related to Building Construction, Fire Behavior or Strategy and Tactics related to various occupancies and construction types?
  • What is you knowledge base on Truss Construction related to Timber Bow String or Engineered Structural Systems?

Additional References:
NFPA REPORT, HERE

Dave STATter’s 2008 Coverage, HERE

Fire Rescue Magazine Article, A Failure in Command; HERE

Lessons Learned from Tim Sendelbach, Editor-in-Chief, FireRescue magazine, HERE

Other Resource Links:
http://www.wusa9.com/news/columnist/blogs/2008/06/hackensack-ford-20-years-later.html
http://query.nytimes.com/gst/fullpage.html?res=940DE3D6143FF931A357
http://www3.gendisasters.com/new-jersey/6534/hackensack-nj-fire-aut
http://www.nfpa.org/itemDetail.asp?categoryID=442&itemID=18676&;…;…

Memorial Park, Hackensack, NJ (http://www.cyberonic.net/~mikef6/p0000120.htm)

Three Firefighters and Three Sisters Killed in Gloucester City, New Jersey Building Collapse during Fire Attack, Rescue Operation, July 4th, 2002

Gloucester City (NJ) Collapse 2002

On July 4th, 2002 at 0136 hrs.,The Gloucester City Fire Department was dispatched to 200 North Broadway for a reported house fire. Responding units were advised that occupants may be trapped. First arriving units were on location in less than three minutes.

They found heavy fire on all exposures of a three-story multi-family dwelling and initiated a search for entrapped occupants. (Various reports from bystanders were at times conflicting regarding the number and location of victims). While providing an aggressive interior attack and rescue operation, an occupant was rescued from the dwelling. Due to the severity of their injuries they were unable to give direction regarding the whereabouts of any other occupants.

While all hands were operating by continuing an aggressive interior attack and rescue, a partial collapse of the structure occurred. An emergency evacuation signal was sounded and while that was commencing a further and much more substantial collapse occurred trapping eight firefighters inside the burning debris.

Additional specialized collapse rescue resources were requested, firefighter accountability was initiated and rescue efforts were intensified. Five of the eight trapped firefighters were rescued. Three of the eight gave the ultimate sacrifice in service to their fellow man. Unfortunately these three children did not survive. A total of nine victims were transported to area hospitals, one civilian and eight firefighters.

Remember:
• James Sylvester
Fire Chief, Mount Ephraim Fire Department
Sylvester, 31, a 17 year veteran, was survived by his wife, who was pregnant with the couple’s first child
• John West
Deputy Chief, Mount Ephraim Fire Department
West, 40, a 23-year veteran, was survived by his wife and three children
• Thomas G. Stewart III
Paid Firefighter, Gloucester City Fire Department
Stewart, 30, a 13 year veteran, was survived by his fiancée and their son. Stewart publicly proposed to his girlfriend, hours before the fire while they watched the city’s fireworks from high atop a fire truck ladder at Gloucester City High School.

NIOSH REPORT: Structural Collapse at Residential Fire Claims Lives of Two Volunteer Fire Chiefs and One Career Fire Fighter – New Jersey, HERE

Philadelphia Inquirer Posting, HERE

Everyone Goes Home Newsletter Article by Chris Collier, HERE

New Jersey Division of Fire Safety LODD Report, HERE

SUMMARY
On July 4, 2002, a 30-year-old male volunteer fire chief, a 40-year-old male volunteer deputy fire chief, and a 30-year-old male career fire fighter died when a residential structure collapsed, trapping them, along with four fire fighters and an officer who survived. At 0136 hours, a combination fire department and a mutual-aid volunteer fire department were dispatched to a structure fire. Local law enforcement radioed Central Dispatch reporting a fully involved structure with three children trapped on the second floor. The first officer on the scene assumed incident command and reported to Central Dispatch that the incident site was a three-story structure with fire showing and that people could be seen at the windows. Note: The female resident (survivor) was the person seen in the window.

The three children that were reported as being trapped did not survive and were later found in the debris. Additional units were requested, including a mutual-aid ladder company from a career department. Crews were on the scene searching for occupants and fighting the fire for approximately 27 minutes when the building collapsed.

NIOSH investigators concluded that, to minimize the risk of similar incidents, fire departments should;
• Ensure that the department’s structural fire fighting standard operating guidelines (SOGs) are followed and refresher training is provided
• Ensure that the Incident Commander (IC) formulates and establishes a strategic plan for offensive and defensive operations
• Ensure that the incident commander (IC) continuously evaluates the risk versus gain during operations at an incident
• Ensure that a separate Incident Safety Officer, independent from the Incident Commander, is appointed
• Ensure that fire fighters conducting interior operations (e.g., search and rescue, initial attack, etc.) provide progress reports to the IC
• Ensure that accountability for all personnel at the fire scene is maintained
• Ensure that a Rapid Intervention Team (RIT) is established and in position
• Ensure that the officer in charge of an incident recognize factors (e.g., structural defects, large body of fire in an old structure, etc.) when analyzing potential building collapse
• Ensure, when feasible, that fire fighters should respond together, in one emergency vehicle, as a crew
Additionally, municipalities should consider
• Establishing and maintaining regional mutual-aid radio channels to coordinate and communicate activities involving units from multiple jurisdictions

In order to minimize the risk of similar incidents, the New Jersey Division of Fire Safety identified key issues that must be addressed and remedies that should be implemented within all departments.

1. FACTOR: There appears to be a disconnect between career and volunteer personnel in the Gloucester City Fire Department (GCFD). Many personnel expressed the concern that the GCFD operated as separate fire departments rather than as one.

REMEDY: It is essential that all firefighters put individual differences aside in order to work together successfully as a team to achieve their common goal of saving lives and property.

2. FACTOR: The GCFD, faces a common dilemma associated with combination fire departments: staffing levels may be unpredictable depending on how many volunteers are available to respond to any one incident. This unpredictability can result in insufficient staff to perform required tasks until additional staff arrives.

REMEDY: Elected or appointed municipal officials need to make a commitment to the adequate staffing of the fire department and staffing levels must allow for compliance with the two-in / two-out provisions of the Public Employees Occupational Safety and Health (PEOSH) Standard 29CFR1910.134. The New Jersey Division of Fire Safety can provide assistance to the municipalities and provide examples of how this can be accomplished

3. FACTOR: Due to the limited number of firefighting personnel who arrived at this incident, all initial efforts were focused on the rescue of occupants. This postponed fire suppression operations until additional resources arrived. Because rescue and fire suppression operations were performed sequentially rather than simultaneously, the fire may have spread more quickly resulting in the early failure of the structure.

REMEDY: Sufficient personnel are critical to ensure that all necessary operations can be performed at the appropriate time. Furthermore, a continual size-up assessment must be maintained so that the Incident Commander (IC) can be kept aware of the conditions as the incident progresses. This continual size-up will allow the IC to modify the strategy and / or tactics as deemed necessary.

4. FACTOR: Although the GCFD was equipped with a thermal imaging camera (TIC), firefighters failed to utilize it for the initial search for victims. The TIC was also not used properly to analyze the scope of the incident and determine what tactics to employ.

REMEDY: Fire departments that possess TIC units should use them regularly during routine operations such as training, scene size up, search and rescue and structural fire fighting.

5. FACTOR: From the onset of operations, the Incident Management System (IMS) was not properly expanded as the incident progressed. Given the scale of this incident, the span of control quickly became too large for the IC to effectively manage and additional functions were not delegated to subordinates. Critical tasks such as safety and accountability were not effectively implemented.

REMEDY: N.J.A.C. 5:75 mandates that all fire departments utilize an IMS. It is a modular system, which allows the IC to apply only those elements that are necessary at a particular incident, and allows elements to be activated or deactivated as incidents escalate or decline. Fire departments are required to adopt written plans, or Standard Operating Guidelines (SOG’s) based on the IMS, to address different types of incidents. The NJ Division of Fire Safety distributed suggested SOGs upon adoption of this regulation and they continue to be available to all fire departments.

6. FACTOR: The GCFD did not assign a dedicated safety officer (SO) to observe operations and terminate potentially unsafe actions.

REMEDY: IMS regulations under N.J.A.C. 5:75 mandate the use of safety officers (SO’s) at all incidents. An SO is required to observe operations on the fire scene, identify next steps and order the correction of safety hazards to personnel. Given the scope of this incident, the IC should have assigned at least one SO.

7. FACTOR: The GCFD did not designate accountability officers to monitor each area of entry into the structure. Nor was a Personal Accountability Report (PAR) or roll sheet utilized to track personnel and monitor their functions. Therefore, the concept of accountability of personnel location, function, and time failed.

REMEDY: Although not enforceable at the time of this incident, the regulations for the NJ Personal Accountability System (NJPAS) under N.J.A.C 5:75 now require that fire departments utilize an accountability system. This system includes the designation of accountability officers and the use of PAR’s / roll calls, all within the framework of the IMS that is required to be utilized at all incidents. The NJ Division of Fire Safety is in the process of finalizing suggested SOGs and will distribute them to all fire departments when complete.

8. FACTOR: Although firefighters Sylvester and Stewart were equipped with Personal Alert Safety System (PASS) devices, they did not activate them prior to entering the structure. It should be further noted that their PASS devices were not automated; they had to be manually activated by the user. Firefighter West was not equipped with a PASS device.

REMEDY: PASS devices must be provided, used, and maintained in accordance with PEOSH regulations under N.J.A.C. 12:100-10 et seq. Although many departments still rely on PASS devices that must be activated manually, – devices that are acceptable by PEOSH regulations – they are not ideal because the firefighter must remember to activate the PASS device. For this reason, fire departments should strongly consider upgrading their SCBA to those employing automatic activating PASS devices.

9. FACTOR: The GCFD did not specifically designate the required personnel for the rescue of distressed firefighters through the establishment of Rapid Intervention Teams (RIT) or Firefighter Assist and Search Teams (FAST). Consequently, when the building collapsed, there was not a properly equipped team in place for immediate rescue operations.

REMEDY: IMS regulations under N.J.A.C. 5:75 require that fire departments utilize RIT or FAST to rescue distressed firefighters when operating in a hazardous atmosphere. The IC should request a RIT or FAST as soon as possible after dispatch to allow the team to arrive quickly.

10. FACTOR: Not all fire departments operating on the fire ground were communicating on the same radio frequency, which resulted in communication failures. Although, the Camden Fire Department (CFD) did have the capability to communicate on the GCFD “Fire 5” frequency they chose not to.

REMEDY: IMS regulations under N.J.A.C. 5:75 require that a communication system allow for inter-agency communication during mutual aid responses by providing a direct communication link between companies. Fire departments should work with other departments that are used routinely for mutual aid to ensure radio interoperability.

11. FACTOR: An emergency evacuation signal was sounded upon reports of a firefighter missing inside the structure before the impending collapse, however, the signal was never sounded at any other time prior to the collapse, nor was it sounded immediately after the collapse.

REMEDY: In the event an emergency evacuation becomes necessary and an emergency signal is required, N.J.A.C. 5:75 requires that fire departments utilize an emergency evacuation signal that is easily recognizable and distinguishable from all other fireground noises. The signal must be utilized when conditions on the fireground indicate an imminent and extreme risk to firefighters. At this time NJ DFS is finalizing a proposal that would establish a statewide emergency evacuation signal.

12. FACTOR: During this incident, fireground conditions were not properly analyzed, which led to the failure to recognize an impending building collapse.

REMEDY: Firefighters and officers need to learn the warning signs and causes of building collapses. Often following a collapse, as was the case with this incident, personnel on the scene report that the structure collapsed “without warning”. However, this is usually not the case; the reality is that the IC and firefighters simply failed to identify the indicators that were present prior to the collapse.

13. FACTOR: After removal of all victims, the remaining structure was demolished and the incident scene was cleared of all debris within 48 hours of law enforcement concluding their origin and cause investigation. This prevented a thorough assessment of the remaining structure in order to identify the cause and contributing factors of the collapse.

REMEDY: A protocol should be adopted to ensure that fire scenes are secured in a manner that not only allows for public safety, but also prevents immediate demolition. This will provide agencies with an opportunity to conduct any investigations that may be necessary.

14. FACTOR It was difficult to gauge the amount of training for all GCFD personnel due to insufficient record keeping. Although it was determined that the GCFD firefighters and officers met the minimum regulatory training requirements, many members did not possess a great deal of supplemental training with regard to structural firefighting. Additionally, the volunteer firefighters and officers often did not attend the scheduled departmental drills and rarely trained with the career personnel despite having frequent opportunities to participate.

REMEDY: Standards such as NFPA 1500 recommend that fire departments establish a regular training and education program that is commensurate with the duties and functions that firefighters are expected to perform. Additionally, proper record keeping is essential to certify that all personnel have received both required and supplemental training or education.

15. FACTOR: Qualifications of volunteer officers were difficult to judge and there were serious concerns voiced by the career members of the department regarding the suitability of some of the volunteer officers. This resulted in a lack of confidence by several career personnel in the volunteer officers and reluctance to take direction from them.

REMEDY: In addition to the NJ DFS requirement that all fire service supervisors obtain incident management certification; municipal officials need to establish uniform minimum qualifications for fire officers in order to ensure the effective provision of fire suppression services to the public. The NJ DFS recently adopted voluntary fire officer standards and will be developing a training curriculum to meet those standards.

16. FACTOR: It was not possible to determine if a smoke detector inspection was conducted in the building after a change in occupancy in October of 2001 as required by the NJ Uniform Fire Code. The city’s housing department, who has the responsibility for these inspections, was unable to provide documentation of such an inspection to either the Division of Fire Safety or to the Camden County Prosecutor’s Office. It was not clear whether smoke detectors were activated during this fire incident.

REMEDY: It is recommended that the responsibility for smoke detector inspections be transferred to the fire department to ensure complete and documented inspections.


Discovery Channel Special on the Gloucester City Incident. A must see for all Company and Command Officers…

Addtional Link on Bowstring Truss Safety Considerations;

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

3 comments

Preparing for the Mayday Event; Not a matter of IF, But a Question of When… Are you ready? Are you Prepared?

As the official Fire/EMS Safety Week 2011 begins to wind down, in many stations around the country this weekend is dedicated to training, drills and evolutions dedicated toward the many facets and functional elements that focus upon Surviving the Fire Ground – Fire Fighter, Fire Officer and Command Preparedness. 

The Safety Planning and Resource Aid and Guide published by the IAFC and IAFF (HERE) and the direct link here 2011 Planning and Resource Aid for Training Deliveries provided resources and planning templates and suggested training and activities to support the focus and emphasis on fire ground survival, increased focus on firefighter operations and mayday elements crucial to company integrity, firefighter safety and operational excellence.

Being ready for a mayday (mentally and physically), self-rescue and self-survival training and methodologies are mission critical when engaging in structural firefighting operations. Proficiencies, capabilities, rigor, demeanor and performance must be orchestrated in a manner that requires optimum execution of required actions and engagements to enable a successful outcome to a reported single or multiple mayday calls.

On a crisp fall day in October, 2009 two fires, both in residential occupancies but over 350 miles apart had similar operational needs, deployment and fire suppression and rescue engagement consistent with modern firefighting practices, methodologies and expectations.

In one, three firefighters become trapped, resulting in a mayday, bailout and resulting LODD of a 16 year fire service veteran. City of Yonkers (NY) Firefighter Patrick Joyce  died during the operations at a 3-Alarm fire in a three story residential occupancy while conducting search and rescue operations for reported trapped civilians. Incident overviews; HERE and HERE .

The other structure fire in a residential occupancy in Syracuse, NY, results in a fire fighter mayday and successful RIT extraction that is captured on video.  Two structure fires with common elements, each with projected predictable outcomes based upon past fire department operational experiences at similar structures, occupancies and fire conditions and reports; however with two different outcomes.

The program information from The IAFF Fire Ground Survival Program (FGS)which forms a major component of thsis year’s Safety Weeks activities with the focus on comprehensive survival-skills and mayday-prevention programming  incorporating incident-management best practices and survival techniques from leaders in the field, and real case studies from experienced fire fighters, with the FGS program objectives  aimed to educate all fire fighters to be prepared if the unfortunate happens.

  • For links to the IAFF Fire Ground Survival Program, HERE and HERE

Here’s a recap of the Self-Survial Procedure insights from the FGS Chapter 3 Section;

Self-Survival Procedures

FGS Online Program Chapter 3
To improve survivability in a Mayday situation, a fire fighter must know how to alert rescuers to his or her location and perform self-survival techniques. Through the study of fire fighter fatalities, NIOSH has identified specific actions fire fighters can take to help save themselves. Variations of this same NIOSH recommendation have appeared in numerous fire fighter fatality reports. These recommendations were used to create a self survival procedure that is easy to remember using a mnemonic (GRAB LIVES). Following these steps increases the likelihood of the rescuers finding and assisting the fire fighter to safety.
When a fire captain died when trapped by partial roof collapse in a vacant house fire in Texas, NIOSH recommended in report number F2005-09 that trapped fire fighters should:

  • First, transmit a distress signal while they still have the capability and sufficient air.
  • Next, manually activate their PASS device. To conserve air while waiting to be rescued, try to stay calm and avoid unnecessary physical activity.
  • If not in immediate danger, remain in one place to help rescuers locate them.
  • Survey their surroundings to get their bearings and determine potential escape routes.
  • Stay in radio contact with the IC and other rescuers.
  • Attract attention by maximizing the sound of their PASS device (e.g., by pointing it in an open direction); pointing their flashlight toward the ceiling or moving it around; and using a tool to make tapping noises on the floor or wall. 

The following video clip depicting FDNY Rescue Co. 1 operations at a Mayday, and provides some insightful and subtle commentary that should put some things in proper perspective about the job its hazards and the unexpected that can occur in the blink of an eye.

 

Another exceptional training piece that we are providing again here on CommandSafety.com are the two part video clips provided by TheBravestOnline.com that covers the mayday distress cakk an subsequent RIT extraction of HFD Captain Joel Eric Abbt at a four alarm fire with civilian fatalities in a six story high rise office building on March 28, 2007.

This video along with the information obtained from the FGS  program can provide substantial opportunites for training, discussions and dialog.  Take the time to watch the HFD vdeo and the elapsed time, communications and actions deployed. This mayday event had a successful outcome due to a variety of factors.

The question is how prepared are you, your firefighters, the officers and commanders? Surviving the fire ground requires a  wide variety of skills, knowledge , training and experience.

Training is the foundation from which proficiencies are developed. If your organization has invested in supporting this weeks activities, don’t stop here. There are additional day ahead to take teh momentum gathered from this week and use it to chart a new course of actions and committments for the weeks and months ahead. If you didn’t have the opportunity to engage or involve, its not a missed opportuity- just find the right time and place to have your own safety day of week.

Houston FD Mayday Part 1

Houston FD Mayday Part 2

Other Training and Drill Opportunties

Suggested Considerations include the follow, as well as encouraging Departments to identify and integrate local issues, needs and identified gaps or enhancements that can contribute towards operational excellence and safety integration

  • Review and Select a Near Miss Event Report from the National Fire Fighter Near Miss Reporting System or the Report of the Week (ROTW) series related to functional area topics or mayday actions and discuss the event in a small group or company setting to identify similarities or difference from your our organization. Is your company or department susceptible to a similar event? What should be addressed? http://www.firefighternearmiss.com/
  • Review and Select a NIOSH LODD Report from the NIOSH Fire Fighter Fatality Investigation Program related to functional area topics or mayday actions and discuss the event in a small group or company setting to identify similarities or difference from your our organization. Is your company or department susceptible to a similar event? What should be addressed? http://www.cdc.gov/niosh/fire/
  • Take out your Rapid Intervention Equipment and review the purpose and function of each piece of equipment. Identify and discuss alternative uses or tools that can be obtained or used in the event of unavailability, malfunction or additional resource needs. Discuss protocols, procedures, safety awareness and operational hazards, expectations and precautions. Inspection the equipment for operability and integrity.
  • Identify and select a recent departmental or local/regional incident event that was either a near-miss/close-call or transitioned into a mayday event. Discuss and facilitate dialog on lessons learned, gaps, enhancements or operational successes, achievements and positive elements. Identify any factors or elements that were presented in the FGS training series that are applicable to the event, strategies, tactics or operations: can anything be improved or enhanced?
  • Lead a discussion on how to call and initiate a Mayday. Discuss the factors and insights from FGS Program Chapter 3 Self-Survival Procedures and Chapter 4 Self-Survival Skills.
  • Select and lead a discussion on a pertinent incident case study from either the list provided or your own selection and discuss the relevancy of the event in terms of mayday operations, fire ground survival, incident outcome and relationship to your Department or agency. What is the relevancy, similarities or differences? Can this event or circumstances occur in your jurisdiction?  What can be done to prevent a history repeating event (HRE)?
  • Review and discuss Roles and Responsibilities for mayday events and operations. How do they match up with your operating procedures, policies and expectations?
  • Develop and facilitate a table top exercise (TTE) on a mayday event scenario utilizing a building in your first-due or response jurisdiction. Take photographs and integrate into your program. Refer to example of a simple TTE  attached or go to Fire Fighternation.com for an example here; http://www.firefighternation.com/forum/topics/box-2752reported-fire-in-an
  • Visit a residential or commercial construction site (with pre-arrival authorization and approvals) and tour the stage of construction, looking critically at the type of construction and structural systems being implemented, materials used, workmanship and signs of deficient or adverse conditions that may affect operational integrity, safety or collapse and compromise once the building is occupied. Discuss issues such as structural integrity, collapse risk, occupancy risk versus occupancy type considerations, avenues for fire travel, effects on fire load package and rate of heat release and projected fire intensity. How would you fire a fire in the occupancy? What will define the strategy and tactics that would be or should be selected and used?
  • In a controlled setting with or without PPE, Practice calling a mayday with the identified communication attributes defined in the FGS training program. Critique and practice the evolution until the group feels that it is acceptable.

Here are some additional Resource Links to Support your training and drill needs;

Selected References

  • IAFC: The Rules of Engagement for Firefighter Survival and The Incident Commanders Rules of Engagement for Firefighter Safety, HERE and HERE
  • NIOSH Publication No. 2010-153:NIOSH Alert: Preventing Deaths and Injuries of Fire Fighters using Risk Management Principles at Structure Fires, HERE
  • What’s on your Radar Screen; http://commandsafety.com/2010/07/whats-on-your-radar-screen/
  • Reflecting upon these days of June; http://commandsafety.com/2010/06/reflecting-on-these-days-of-june/
  • http://www.isfsi.org/Resources/ResourceLinks.aspx
  • ·         NIST References HERE and HERE 
  • ·         Fire Fighting Tactics Under Wind Driven Conditions Report, HERE 
  • ·         Reference Data HERE 
  • ·         NIST Firefighter Safety and Deployment Study; Report on Residential Fireground Field Experiments download at the NIST, HERE or Synopsis HERE 
  • Report: Trends in Firefighter Fatalities Due to Structural Collapse1979-2002
  • Report: Early Warning Capabilities for Firefighters:Testing of Collapse Prediction Technologies
  • ·         UL University on-line Program HERE 
  • NIOSH LODD Reports
    • Each year an average of 105 fire fighters die in the line of duty. To address this continuing national occupational fatality problem, NIOSH conducts independent investigations of fire fighter line of duty deaths. The dedicated web page provides access to NIOSH investigation reports and other fire fighter safety resources.
    • NIOSH Web Page HERE
    • Through the Fire Fighter Fatality Investigation and Prevention Program, NIOSH conducts investigations of fire fighter line-of-duty deaths to formulate recommendations for preventing future deaths and injuries. The program does not seek to determine fault or place blame on fire departments or individual fire fighters, but to learn from these tragic events and prevent future similar events.
    • Fire Fighter Fatality Investigation Reports, HERE
    • NIOSH Alert: Preventing Deaths and Injuries of Fire Fighters using Risk Management Principles at Structure Fires
      • Fire fighters are often killed or injured when fighting fires in abandoned, vacant, and unoccupied structures.
      • These structures pose additional and sometimes unique risks due to the potential for fire fighters to encounter unexpected and unsafe building conditions such as dilapidation, decay, damage from previous fires and vandals, and other factors such as uncertain occupancy status. Risk management principles must be applied at all structure fires to ensure the appropriate strategy and tactics are used based on the fireground conditions encountered.
      • Report HERE
      • NIOSH Report; Preventing Deaths and Injuries of Fire Fighters Working Above Fire Damaged Floors
        • Fire fighters are at risk of falling through fire-damaged floors. Fire burning underneath floors can significantly degrade the floor system with little indication to fire fighters working above.
        • Floors can fail within minutes of fire exposure, and new construction technology such as engineered wood floor joists may fail sooner than traditional construction methods.
        • NIOSH recommends that fire fighters use extreme caution when entering any structure that may have fire burning beneath the floor.
        • Report HERE
        • NIOSH ALERT: Preventing Injuries and Deaths of Fire Fighters due to Truss System Failures
          • Fire fighters may be injured and killed when fire-damaged roof and floor truss systems collapse, sometimes without warning.
          • The National Institute for Occupational Safety and Health (NIOSH) requests assistance in preventing injuries and deaths of fire fighters due to roof and floor truss collapse during fire-fighting operations. Roof and floor truss system collapses in buildings that are on fire cannot be predicted and may occur without warning.
          • NIOSH recommends that fire departments review their occupational safety programs and standard operating procedures to ensure they include safe work practices in and around structures that contain trusses. Building owners should follow proper building codes and consider posting building construction information outside a building to advise fire fighters of the conditions they may encounter.
          • ALERT Report HERE
          • National Near Miss Reporting System (NNMRS) Operating Experience
            • The National Fire Fighter Near-Miss Reporting System is a voluntary, confidential, non-punitive and secure reporting system with the goal of improving fire fighter safety.
            • Submitted reports will be reviewed by fire service professionals. Identifying descriptions are removed to protect your identity. The report is then posted on this web site for other fire fighters to use as a learning tool.
            • National Fire Fighter Near-Miss Reporting System Web Site, HERE
            • Search Reports, HERE
            • Resources, HERE
            • Prince William County (VA) Fire Rescue Kyle Wilson LODD Report-Remembrance and Learning’s HERE
              • Resources and Report
              • LODD Report Fact Sheet (23.9kb)
              • LODD Investigative Report (9.16 mb)
              • LODD Report Presentation (6.65 mb)
              • LODD Report Basic House Model (Section 1) (1.87 mb)
              • LODD Report Fire Model (Section 3) (5.16 mb)
              • LODD Flashover Chart (60 kb)
              • Prince William County (VA) Fire and Rescue Web Site, HERE
              • NIOSH LODD REPORT: Career fire fighter dies in wind driven residential structure fire – Virginia, HERE
              • NIST Fire Fighting Tactics Under Wind Driven Conditions: Laboratory Experiments
                • A series of experiments was conducted in our Large Fire Laboratory to examine the impact of wind control curtains and externally applied hose streams on a wind driven fire.  The results from these experiments will allow us to better understand the fire dynamics within a structure and provide guidance as to the important measurements needed in the future experiments in a high-rise on Governor’s Island in New York City.
                • Fire Fighting Tactics Under Wind Driven Conditions Report, HERE
                • Reference Data HERE
                • Colerain Township Eleven Minutes to Mayday; What You Need to Know HERE
                  • Colerain Township Department of Fire and Emergency Medical Services, Web Site HERE
                  • Investigation Analysis of the Squirrels nest Lane Firefighter Line of Duty Deaths April, 2010 Full Report HERE
                  • NIOSH Fire Fighter Fatality Investigation Report F2008-09| CDC/NIOSH July, 2009, Report HERE
                  • WLTW.com news report Summary HERE
                  • Charleston Sofa Super Store Fire; Final NIST Report
                  • Analytical Study Reveals Patterns in U.S Firefighter Fatalities Report 
                    • The entire report is available at a nominal fee, HERE; 
                    • Journal Reference: 
  1. Kumar Kunadharaju, Todd D. Smith, David M. DeJoy. Line-of-duty deaths among U.S. firefighters: An analysis of fatality investigations. Accident Analysis & Prevention, 2011; 43 (3): 1171 DOI: 10.1016/j.aap.2010.12.030

 

Training Drill Template

This Training Schedule Template utilizes a Three Hour, Thirty minute (3.5) Hour Format integrating Suggested basic Functional Area Topics as a lead-in introduction that can be interchanged based on local needs and incorporates two (2) primary modules of the IAFF Fire Ground Survival Program (FGS). Please note you can select any modules determined to be of local need or interests. An optional Weekend Session is attached for FGS Chapter 3 and 4 Module Deliveries and a Hands-on Field Exercise Component.

Go HERE for the Color PDF Format

Safety Week 2011: Surviving the Fire Ground-Fire Fighter, Fire Officer & Command Preparedness

Functional Area 3.5 Hour Schedule with FGS Modules

Time

Hour Functional Area Key Issues and Considerations

Reference and Links

00:30 1 Fire Fighter Life Safety Initiatives Procedures, Policies and Guides
  • Discuss and facilitate discussion on organizational

 

  • Review key SOPs & SOGs related to Fire Ground Operations culture and safety

 

  • How does Safety Week 2001 fit into your operational environment?

 

  • Agency Mission Statement
  • Overview & Explanation: View | Download 
  • Initiative 1: CultureView | Download 
  • Initiatives 1 – 4View | Download 
  • Initiatives 5 – 8View | Download 
  • Initiatives 9 – 12View | Download 
  • Initiatives 13 – 16View | Download
  • Agency SOPs, SOGs, Policies
  • Agency Expectations
  • Company Expectations or Gaps
  • What defines your level of preparedness?
00:30 Building Construction
  • Discuss pertinent issues relate to Building Construction that is present in your area

 

00:30          

 

2

Review FGS Chapter 1; Preventing the Mayday  Modules 1-1 thru 1-4
  • Mayday Prevention
  • Pre-Planning
  • Building Construction
  • UL Structural Stability
  • LT Wt. Truss Systems
  • Overhead Hazards

 

00:30 Review FGS Chapter 1;  Preventing the Mayday Modules 1-5 thru 1-8Continued
  • Mayday Prevention
  • Pre-Planning
  • Building Construction
  • UL Structural Stability
  • LODD Reports
  • Interior Size up
  • Reading Smoke
  • Air Management
  • Defensive Operations
  • Situational
  • Awareness
  • Rapid Heat Release
  • Fire Suppression OPS
  • NIST Fire Modeling

 

00:30 3 Review FGS Chapter 2;Mayday Ready Modules 2-1 thru 2-3
  • Preparing for the Mayday
  • Are You Ready?
  • Mayday Training
  • Personal safety Equipment
  • Tools & Equipment
  • Mission Critical Resources

 

00:30 Review FGS Chapter 2;Mayday Ready Modules 2-4 thru 2-5Continued
  • Three Point Communications
  • Role of Dispatch
  • Personal Radio Position
  • Communications Training
  • Radio Discipline
  • Comm Order Model
  • Portable Radios
  • Why “Mayday?”
  • Accountability

 

00:30 4 Wrap-up and Closing Discussions
  • Facilitate discussion on the presentations
  • Are there any identified gaps or identified areas for improvement?
  • How will the information presented be implemented during future shifts or operations?
  • What level of individual and/or company level accountability can be implemented?
  • How can the organization become safer and effective to minimize and reduce risk to mayday events to improve fire ground survivability?
  • Agency Specific and/or developed or;
  • Utilize  resources from the Functional Matrix
 
00:00  
  •  
  •  
 

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

3 comments

Fire Service Tradition and The Brotherhood

For those of you that follow or have attended one of my many seminar and lecture program offerings, one program seems very pertinent in both context and content on this, the Sixth Day of Fire/EMS Safety Week 2011 that resonates around the theme and focus of Surviving the Fire Ground – Fire Fighter, Fire Officer and Command Preparedness.

“From Waldbaum’s to Hackensack-Worcester to Charleston; Legacies for Operational Safety”; in most cases, any discussion of these four landmark incidents in the fire service leads directly to a rich discussion and dialog on a myriad of facets, aspects and issues characteristic of the incidents; the time, the place, the circumstances, the names and faces, the deployment, the operations, the challenges and the tragic outcomes.

The legacies of these iconic events as well as so many others of national prominence and impact; and others with lesser national significance, but having far reaching implications, impacts and power on the regional and local levels continue to shine in the remembrance, honor and memory of those impacted by those events and incidents.

I still find it astonishing during my lecture travels around the country lecturing and presenting these programs on building construction and fireground operations, that when those in attendance were posed with a simple question; “What do the Walbaum’s Fire and Hackensack fire share in common?”, the response at times was less than stellar, or at best difficult to solicit let alone convey the commonalities.

The more seasoned and experienced veterans (translation; older firefighters) when present, were able to convey some information on the subject – Some, with a firm and reflected understanding of the question and its ramifications, others not so much. But yet, the true essence of the basic incident particulars and the lessons learned in most cases failed to be fully conveyed. It’s sad to state but; we are not remembering the past!

History Repeating Events-Integrate into your Training

 

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 or lack the relevancy to local organizations, operations, make-up and risks. Is it just a “Big City” issue or is it a failure to comprehend the commonality of the event parameters and distill those lessons learned and operations into the essence that is formulative of all of our organizations and operations?

Surviving the Fire Ground – Fire Fighter, Fire Officer and Command Preparedness, has a multitude of facets, features and functional elements. I spoke of some of these commonalities in a previous post this week on Day Two (HERE).

I’ve spoken on numerous occasions about History Repeating Events (HRE), and the common themes related to fire fighter line-of-duty deaths, close-calls, near-misses, maydays and incident operations that had less than desirable outcomes or performance.

These History Repeating Events and incidents on a wide variation of scale, outcome and operations have common issues, apparent and contributing causes and operational factors that share legacy issues that the fire service at times 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 and the apparent similarities and prevailing fireground indicators due to other internal or external influences, pressures, authority, beliefs, values or viewpoints.

What are we Learning? What are we Applying?

We make choices and we determine our direction, path and destiny. Officers, Commanders, Companies fail to connect with situational factors, parallels and signs that have the full potential to direct the incident towards favorable or disastrous conclusions.  The Job isn’t as fatalistic as we sometimes make it out to be.

The prevailing topical areas being addressed this year during Safety week have focused on the mayday component of an incident operation and have included:

  • Preventing the Mayday: situational awareness, planning, size up, air management, fitness for survival, defensive operations.
  • Being Ready for the Mayday: personal safety equipment, communications, accountability systems.
  • Self-Survival Procedures: avoiding panic, mnemonic learning aid “GRAB LIVES”— actions a fire fighter must take to improve survivability, emergency breathing.
  • Self-Survival Skills: SCBA familiarization, emergency procedures, disentanglement, upper floor escape techniques.
  • Fire Fighter Expectations of Command: command-level mayday training, pre-mayday, mayday and rescue, post-rescue, expanding the incident-command system, communications.

There’s ample opportunity this week or in the weeks ahead to do some insightful research or cull some information on the four legacy events we discussed earlier;

  • FDNY Waldbaum’s Fire (1978) HERE and HERE
  • Hackensack (NJ) Auto Dealership Fire (1988) HERE and HERE
  • Worcester (MA) Cold Storage Fire (1999) HERE and HERE
  • Charleston (SC) Sofa Super Store (2007) HERE and HERE

These have tremendous Legacies for Operational Safety, lessons and a wealth of applications for Safety Week and for training, dialog, discussions, tabletops, skillsets and drill activities throughout the entire year.

Integrate the lessons from these as well as other legacies and HRE into your Surviving the Fire Ground – Fire Fighter, Fire Officer and Command Preparedness; training and deliveries. The reality is, we, the present generation of veteran firefighters and officers have the profound obligation and responsibility to recognize the importance of passing along the lessons of the past as well as integrating and playing forward the lessons of our life’s journey throughout our fire service careers; the events of our day and the profound tough lessons and sacrifices learned the hard way. Understand and embrace the shared responsibilities, accountability and requirements that contribute towards Surviving the Fire Ground.

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, the legacies of national, regional and local level prominence. For each event, each and every line of duty death, close-call, near-miss and mayday event has a message and a Legacy of Operational Safety.

Make the time to research, learn and understand the factors of these events, the lessons and opportunities that are borne from each and how they relate to the theme, message and initiatives that make up Fire/EMS Safety, Health and Survival Week and beyond.

Here’s a great Resource from FDNY’s 2011 Safety Initiatives,  SurvivingtheFireground_SafetyWeek2011(2)_0

Prepare for the When, not the IF

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

7 comments

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

 

Know Your World Buildingsonfire.com

Other Considerations in Program Planning for Safety Week; Other considerations to support the theme, objectives and initiatives of Safety Week include wide latitude of activities and interactive actions that can achieve the goals for increasing awareness and providing dialog, interaction, training while encouraging discussion and interchange.

These functional area topics can be integrated into planned program development to support the FGS training presentations, delivery and support a comprehensive strategy for integrated Fire Ground Survival training, awareness and insights. These functional areas are supported with references and links to support program develop and deliveries.

Suggested Functional Areas for Alignment with the Theme and Focus during Safety Week;

  • 16 Fire Fighter Life Safety Initiatives

  • Rule of Engagement

  • Fire Fighter Near-Miss Learning‘s

  • Procedures, Policies and Guidelines

  • Pre-Fire Planning

  • Building Construction

  • Structural Systems

  • Occupancy Risk Profiling

  • Fire Dynamics & Fire Behavior

  • Reading Smoke

  • Survivability Profiling

  • Risk Management

  • Crew Resource Management

  • Situational Awareness

  • Disorientation Awareness

  • Structural Collapse & Compromise

  • Mayday & Rapid Intervention

  • Fire Ground Survival

  • Air Resource Management

  • Tactical Patience

  • Go to the Planning Resource Guide for Direct Resources, templates and suggested planning and instructional aids. HERE

Suggested considerations include the following, as well as encouraging fire/EMS departments to identify and integrate local issues, needs and identified gaps or enhancements that can contribute towards operational excellence and safety integration.

  • Review and select a Near Miss Event Report from the National Fire Fighter Near-Miss Reporting System or the Report of the Week (ROTW) series related to functional area topics or mayday actions and discuss the event in a small group or company setting to identify similarities or difference from your our organization. Is your company or department susceptible to a similar event? What should be addressed? http://www.firefighternearmiss.com/
  • Review and select a NIOSH LODD Report from the NIOSH Fire Fighter Fatality Investigation Program related to functional area topics or mayday actions and discuss the event in a small group or company setting to identify similarities or difference from your our organization. Is your company or department susceptible to a similar event? What should be addressed? http://www.cdc.gov/niosh/fire/
  • Take out your Rapid Intervention Equipment and review the purpose and function of each piece of equipment. Identify and discuss alternative uses or tools that can be obtained or used in the event of unavailability, malfunction or additional resource needs. Discuss protocols, procedures, safety awareness and operational hazards, expectations and precautions. Inspection the equipment for operability and integrity.
  • Identify and select a recent departmental or local/regional incident event that was either a near-miss/close-call or transitioned into a mayday event. Discuss and facilitate dialog on lessons learned, gaps, enhancements or operational successes, achievements and positive elements. Identify any factors or elements that were presented in the FGS training series that are applicable to the event, strategies, tactics or operations: can anything be improved or enhanced?
  • Lead a discussion on how to call and initiate a Mayday. Discuss the factors and insights from FGS Program Chapter 3 Self-Survival Procedures and Chapter 4 Self-Survival Skills.
  • Select and lead a discussion on a pertinent incident case study from either the list provided or your own selection and discuss the relevancy of the event in terms of mayday operations, fire ground survival, incident outcome and relationship to your Department or agency. What is the relevancy, similarities or differences? Can this event or circumstances occur in your jurisdiction? What can be done to prevent a history repeating event (HRE)?
  • Review and discuss Roles and Responsibilities for mayday events and operations. How do they match up with your operating procedures, policies and expectations?
  • Develop and facilitate a table top exercise (TTE) on a mayday event scenario utilizing a building in your first-due or response jurisdiction. Take photographs and integrate into your program. Refer to example of a simple TTE attached or go to Fire Fighternation.com for an example here; http://www.firefighternation.com/forum/topics/box-2752reported-fire-in-an
  • Visit a residential or commercial construction site (with pre-arrival authorization and approvals) and tour the stage of construction, looking critically at the type of construction and structural systems being implemented, materials used, workmanship and signs of deficient or adverse conditions that may affect operational integrity, safety or collapse and compromise once the building is occupied.
    • Discuss issues such as structural integrity, collapse risk, occupancy risk versus occupancy type considerations, avenues for fire travel, effects on fire load package and rate of heat release and projected fire intensity.
    • How would you fire a fire in the occupancy? What will define the strategy and tactics that would be or should be selected and used?
  • In a controlled setting with or without PPE, Practice calling a mayday with the identified communication attributes defined in the FGS training program. Critique and practice the evolution until the group feels that it is acceptable.

Understand your Response District

 

“Building Knowledge = Firefighter Safety”, Know Your District and its Risk

Protect Yourself: Your Safety, Health and Survival Are Your Responsibility.

 Within the focus area of Survival and the elements of Structural Size-Up and Situational Awareness, some suggeted key functional components could include the following;

  • Keep apprised of different types of building materials and construction used in your community.
  • The operative question today is this: “What do you “really” know about the buildings in your district?”
  • As you drive about your response district today, coming back from an alarm, heading to the firehouse tonight or running errands around your community, take a good look around. Ask your self a simple question; “How well do you know the buildings, structures and occupancies in your response jurisdiction?”
  • Be honest, do you really understand how those “older residential” structures were built and understand how fire travels and impacts your fireground operations?
  • Are your aware of the newest features of engineered structural support systems being constructed within that new set of homes going up in your second-due area?
  • Are you aware, that vacant office building is being converted into a light manufacturing and assembly business?
  • How about those unoccupied store fronts and businesses that have recently closed up due to the tough economic times…. any special hazards or operational concerns to your company should you get a dispatch to respond?
  • Have the senior members of your station or department shared their stories of operations and incidents at various buildings around your district or community?
  • Did you listen to them, or were you quick to dismiss those “old war stories”. There’s a wealth of “pre-planning’ nuggets hidden in those stories. Take the time to listen, remember or postulate
  • Take a good look around….think about any given building, the one across the street that you’re looking at while you waited for the traffic light to change; Think about a fire in that same building.
  • Do you really understand how it will truly perform under combat structural fire conditions?
  • What’s the building’s collapse profile?
  • How much operational time will you have? Will you need?
  • What’s the fire load package size?
  • What are your concerns for rapid fire extension, extreme fire behavior and vent path issues that amy affect firefighter safety?
  • What dynamic risk assessment factors will you have to deal with?
  • How safe is it for you to engage in interior operations upon your arrival?
  • How can this building, its occupancy and structural system hurt, my team, my company, my firefighters, my department, me?

Sometimes things aren’t as obvious as them seem. You may have responded and operated at numerous incidents at a wide variety of buildings in your response area, or very few; some routine, others maybe more demanding…the question remains, “What do you really know about your buildings?” Your life may one day depend on what you actually do know or recollect. Take a good look around.

Pre-Incident planning is formulative to any effective fire service organization. A good staring point is to look at the NFPA 1620 Recommended Practice for Pre-Incident Planning document. ( NFPA Codes and Standards, HERE)

The purpose of the NFPA 1620 Recommended Practice for Pre-Incident Planning document is to aid in the development of a pre-incident plan to help responding personnel effectively manage emergencies with available resources and should not be confused with fire inspections, which monitor code compliance.

The Pre-Incident Plan document is developed by gathering general and detailed data used by responding emergency service personnel to determine the necessary resources and actions necessary to mitigate anticipated emergencies at a specific facility, structure or occupancy.The Pre-Incident Plan document can contain a variety of useful information related to the construction features and systems, building materials and components, occupancy, layout and floor plan, access/egress, built-in protective, detection and suppression systems, special hazards, fire loading, fire suppression flow needs, pre-determined resource needs, exposure factors, etc.The Pre-Incident Plan document can be as simple or detailed as occupancy and/or operational factors dictate.

The import issue here is that you HAVE Pre-Incident Plan documents available for at the very least targeted or high hazard occupancies and buildings, and that they have been updated at some periodic frequency. There’s nothing worst that arriving at a particular box alarm, pulling open the pre-fire “binder” and finding the occupancy was last planned twenty years ago at best.

The 2007 Deutsche Bank Building fire in lower Manhattan, New York City that resulted in the LODD of FDNY Fr. Joseph Graffagnino and Fr. Robert Beddia, stressed the need for timely and accurate pre-incident plans, when a seven alarm fire progressed through the 40 story high-rise building that was in the process of being deconstructed.An informative Training PDF download is attached that provides Operational Safety Considerations at Demolition and Deconstruction sites.

The full power-point version is available for direct download HERE.

Think about your Buildings and Occupancies and correlate your incident operations using an effect acronym called BECOME SAFE.

Our world has evolved and changed. There are a variety of technological and sociological demands that create a continuing element of change in the built environment and our infrastructure. With these changes and demands come the requirements to assess these vulnerabilities, hazards, threats and dangers with effective and dynamic risk management and competent command and control.

These changes influence the way we do business in the street, the interface-up close and personal with the buildings in your community and equate to the risks and hazards you and your personnel will be confronted with and the level of safety afforded them during incident operations. Dynamic Risk and Command Management and the integration of BECOME SAFE concepts, ingredients for safer operations.

  • Building
  • Evaluation
  • Construction/Occupancy
  • Operational Hazards
  • Manage Time and Elements
  • Engagement
  • Situational Awareness
  • Assessment and Risk Analysis
  • Fire Behavior and Effects
  • Evaluate and Execute

BECOME SAFE Buildingsonfire.com

 

With the advancements in technology, software and programs, there is a vast extent of options and financial levels available to all organizations to develop publish and revise pre-incident planning documents. The key safety message here is that Pre-Fire Plans and Incident Plans can provide a significant margin of support to you during incident operations and can increase firefighter safety, reduce operational risk and aid in the risk management and command management of a give incident.

Regardless of your agency and respond district size, complexity of simplicity, Pre-Incident Plans are a necessary part of modern firefighting and all-hazards operations. An informative planning flow chart is available within the NFPA 1620 document, Figure 4.2.3. ( Order the NFPA 1620 document through the NFPA (HERE)

  • Attached is a copy of the Tempe, AZ Fire Department Pre-Incident Planning SOP
  • The Phoenix, AZ Fire Department Pre-Incident Planning SOP is available HERE
  • An informative Pre-Fire Planning article by Battalion Chief Michael Lee is available HERE

Spend time touring through construction sites as you monitor the progress of a building or occupancy going up.

Look at the manner in which structural support systems are fabricated and assembled. Observe the types of materials that are being used and how they are assembled to form rooms and compartments within the structure.

Take a good look at the manner in which floor and roof systems are constructed, these will become mission critical informational items that can be used to determine your operational profile and formulate your incident action plans. Keep abreast of changes, renovations and alternations to buildings and structures, especially as commercial and business occupancies change owners. These are special areas of concerns on wide latitude of safety and operational considerations.

With the continued challenges in these economic times, pay very close attention to the state of your vacant and unoccupied structures. A change in strategic and tactical deployment considerations MUST be instituted; it shouldn’t be business as usual in these structures.

  • Keep apprised of different types of building materials and construction used in your community.
  • Document those conditions and aspects and train your personnel to understand the occupancies within your community.
  • Understand the Structural AnatomyTM of your buildings and occupancies.
  • The operative response to the opening question this time next year will be this: “What do you “really” know about the buildings in your district?” …The answer will hopefully be…”A lot!”

Are you keeping up the latest construction terminology, materials and methods? Changes are you are not. But I can assure you, somewhere in your community, jurisdiciton, first, second or third-due or mutual aid area; there is new construction features, systems, components and materials being used that will affect the manner you which a structural fire will need to be addressed; The Rules of Structural Fire Suppression have changed- but know has told you…yet.

Of the many issues affecting the Fire Service, the prevailing challenge that has a pronounced impact on operational safety is the assimilation of engineered structural systems (ESS) into mainstream building design and construction. The presence of engineered structural systems (ESS) are no longer considered to be an innocuous feature in a given building or occupancy; it is the predominate feature in nearly all current construction, renovation and adaptive reuse or infill applications. It has become far more than just concerning ourselves with the presence of a simple light-weight or “engineered” truss roof system or a wood I-beam  floor assembly.

There is a new lexicon of building construction components and systems that must be added to your operational safety vocabulary and incident action plans. There is a new terminology, applications and a knowledge base to learn that will support operational excellence and support the integrity of incident safety performance of companies and personnel. Do you know what they represent and how these components, assemblies and systems may affect or influence an incident?

Take a tour of your local construction sites; You’ll be surprised what you’ll see

The fire service continues to apply the term “light weight construction” to a wide variety of building construction and systems. This expression has become a miss-application of both term and the correlation of risk and severity related to operational profiling. In other words, we apply and express the use of “light weight construction” for all types of engineered components, systems, designs and assemblies in nearly all types of building construction and occupancy use.

Although the roots of the term can be traced back to the early 1980′s, and its application to the (then) emerging use of trussed roofing systems and the advent of wood I-beam floor supports (sans solid dimensional lumber joists), the use of the terminology in today’s context of risk assessment, strategic and tactical management and deployment models and within the context of incident operational tactics is no longer applicable, valid or suitable. It must be expanded into a more specific and descriptive level of classification and correlation.

For the most part, when discussing buildings and occupancies, aside from classifications related to code type or class as an element of fire resistance; the emphasis has been to differentiate between conventional and engineered construction, and the application of the term “light weight construction”. I continue advocating and promoting through my lectures that it’s much more than this when looking at the spectrum of construction and the structural anatomy of buildings. Current and past generations of buildings, construction and occupancies can be more accurately differentiated and classified within six (6) expanding categories in the following Building Construction Systems;

  • Heritage:              Pre-1900
  •  Legacy:                1900-1949
  • Conventional:      1950-1979
  • Engineered:         1980-current 2011
  • Blended Hybrid:  2005- current 2011

         
We’ll discuss these six classifications in greater details in a series of future postings and expand the level of details on the CommandSafety.com and Buildingsonfire.com sites.

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 the advancement of new rules of combat structural fire engagement. But if you don’t understand or know what and how those changes in predictability have occurred, you may be operating with a false sense of operational risk and safety margin.

It’s a Lot More than just talking about “Light Weight” Construction….

  • From Plywood-CDX….to
  • Particle Board- PB…..to;
  • Orient Strand Board-OSB
  • Structural Composite Lumber- SCL
  • Laminate Strand Lumber- LSL
  • Laminate Veneer Lumber-LVL
  • Structural Insulated Panels-SIP
  • Parallel Strand Lumber-PSL
  • Machine Stress Rated Lumber- MSR
  • Medium Density Fiberboard-MDF and MDL (Lumber)
  • Finger Jointed Lumber-FJL
  • Adhesives…..
  • Do some research and check these terms out for starters.
  • We’ll talk more about these components and assemblies in the near future. So get busyover the next few days during Safety Week and discover the implications these components may have in your community….

New Materials, New Construction; New Problems

Here’s a link to a past informative posting related to engineered systems and their relationship to firefighter safety and operations, HERE.

There’s some great contributed information and manufacturer “insights” on the subject engineered wood I-joists and beams and firefighter safety. There are some interesting statistical extrapolations, correlations and conveniences’ that attempt to make the case. But then again, You be the judge.

Take at look at the presentation developed by the American Forest and Paper Association, HERE and HERE.
 
If you haven’t done so yet, don’t forget to check out the free online training program on Structural Stability of Engineered Lumber in Fire Conditions at the UL University developed and provided by Underwriter’s Laboratories (UL),  HERE and   Tactical Patience and the New Considerations of Ventilation on Fire Behavior in Legacy and Contemporary Residential Construction

Here’s a series of other important Reference Links that provide some insights on operational safety, incident conditions and factors and the lessons-learned from a number of LODD events;  

  • NIOSH Publication No. 2009-114: Preventing Deaths and Injuries of Fire Fighters Working Above Fire-Damaged Floors HERE
  •  NIOSH Publication No. 2005-132: Preventing Injuries and Deaths of Fire Fighters Due to Truss System Failures HERE
  • Volunteer Deputy Fire Chief Dies after Falling Through Floor Hole in Residential Structure during Fire Attack—Indiana, HERE
  • First-floor collapse during residential basement fire claims the life of two fire fighters (career and volunteer) and injures a career fire fighter captain – New York, Report HERE
  • Career Fire Fighter Dies After Falling Through the Floor Fighting a Structure Fire at a Local Residence – Ohio, HERE
  • Colerain Township, Ohio Double LODD Preliminary Report, HERE
  • Career engineer dies and fire fighter injured after falling through floor while conducting a primary search at a residential structure fire – Wisconsin, HERE
  • NFPA Report on Light Weight Construction, HERE
  • Informative USFA Coffee Break series postings related to Building Types & Fire Resistance:  HERE. HEREHERE, HERE, and HERE

 Just Look Over your Shoulder….

I’ve commented with more than a few postings on the issues related to engineer building construction components and assemblies. I posed some questions related to Engineered Structural Assemblies & Systems (ESS) and asked if you knew what they represent and how these components, assemblies and systems may affect or influence incident operations.

I also presented some information on the pioneering efforts and quantitative results of the Underwriters Laboratory (UL) engineers and fire service representatives from the Chicago Fire Department, HERE and HERE.

If you’ve spent any amount of time reading through the NIOSH Fire Fighter Fatality Investigation and Prevention Program, LODD Reports or have invested time and effort to look through the data base of near miss reports and ROTW at the National Firefighter Near-Miss Reporting System, you’d recognize the magnitude of the issues and multi-faceted challenges confronting the U.S. Fire Services in the areas of engineered structural assemblies, components and building features.

Paul Comb’s editorial image provides a poignant and distressing reality that the fire service needs to come to terms with, addressing and implementing the necessary components that assimilating refined combat firefighting techniques and methodologies; that align with the risks and hazards presented by current and emerging construction techniques, materials and consumer lifestyles that comprise our buildings and occupancies. We need to start looking over our shoulders; we need redefined strategies and tactics for today’s buildings and occupancies. When we do have the opportunity to engage in firefighting with the dragon; we may not recognize the dragon has changed, it has evolved. Yet we stand poised to engage or take-on the dragon with faulted incident operations, strategic plans and tactical intentions that provide less than adequate results.

In those situations where we are deficient or we achieved less than expected results, we continue to miss the apparent or root causes and fall back on perceived notions and excuses. Building Knowledge = Firefighter Safety; Understanding today’s building construction, fire dynamics, fire loading and behaviors and instituting appropriate firefighting methodologies, we can achieve safe and successful fireground operations.

Better Look Over your Shoulder

 

  •   Have you and your company, battalion or department discussed limiting factors, enhanced firefighting tactics or operational experiences related to engineered systems, past fires, observed new construction or renovations and what it all means to your assigned duties or company assignments?
  • Are you and your company adequately trained to address “modern” construction, occupancies and conditions or is a much bigger dragon lurking in the shadows?

 Remember, the Predictability of Performance and the combat firefighting based upon Occupancy Risk not Occupany Type.

  

Remember its Occupancy RISK not Occupancy TYPE

 

Here’s the New Formula for Fire Fighter Safety ; Bk = f2S; Building Knowledge = Firefighter Safety

 

STOP THE ENTERTAINMENT

There’s another factor contributing to unsafe practices, one that we rarely talk about. In short, we need to stop “entertaining” ourselves during fire suppression operations and instead focus on comprehending and reacting to evolving risks. Rather than practicing appropriate risk management, it is suggested that some individuals employ adverse behaviors that occur on a tactical level while Incident Commanders and Company Officers believe firefighters are completing their assigned tasks, thus compromising accountability.

These behaviors include;

Tactical amusement: engaging in any practice or tactic during fire suppression, support tasks or operations that places personnel at risk for the sake of entertainment. 

Tactical diversion: diverting from an assignment while engaging in fire suppression, support tasks or operations in such a way that places personnel at risk.

Tactical circumvention: deliberately “getting around” an assignment or disregarding risk assessment and incident action plans.

  

Here’s the expanded versions in case this is the first time you’ve seen them;

TACTICAL AMUSEMENT*tak-ti-kəl ə- *myüz-mənt

1: of or relating to structural fireground tactics: as a (1) a means of amusing or entertaining during fire suppression, support tasks or operations that places personnel at risk

2: the condition of being amused while engaging in fire suppression, support tasks or operations that places personnel at risk

3: pleasurable diversion while engaging in fire suppression, support tasks or operations: entertainment; that places personnel at risk

TACTICAL DIVERSION*tak-ti-kəl də- *vər-zhən

1: the reckless act or an instance of diverting from an assignment, task, operation or activity while engaging in fire suppression, support tasks or operation for the sake of amusing or entertainment; that places personnel at risk

2: the reckless act of self determined task operations that diverts or amuses from defined risk assessment and incident action plans; that places personnel at risk

TACTICAL CIRCUMVENTION*tak-ti-kəl sər-kəm- *ven(t)-shən

1: to deliberately manage to get around especially by ingenuity or approach that diverts for the purpose of amusing; assignment, operations or tasks that countermand or disregard defined risk assessment and incident action plans; that places personnel at risk

  

TACTICAL PATIENCE (NEW) This is a new one that’s called Tactical Patience…I’ll post more on Tactical Patience  later this month.

If we’re going to reduce firefighter injuries and deaths, we must be doing the right thing, at the right time, for the right reasons, and in the right place. We must stop the entertainment.

” 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. 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.

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, while maintaining the values and tradition that defines the fire service.”

  

 

Remember one thing…Don’t ever under estimate what you might encounter on any structure fire, or what might change in a second;  focus on the Occupancy Risk not the Occupancy Type….. And Know your buildings, your team and your capabilities

 

 

Remembering FDNY Black Sunday…Multiple Firefighter LODDs January 23, 2005

 

Chicago: Anatomy of a Building and its Collapse

 

Anatomy of a Building and Its Collapse

 

Buildingsonfire.com

Buildingsonfire.com

If you have not had a chance to look over the emerging website, Buildingsonfire.com…take some time to explore…its still under construction, with a wealth of information, research and data today’s Firefighter, Company Officer and command Officer need to know.

The authoritative and informational site that provides leading insights on fire service issues related to Building Construction for the Fire Service,  Firefighting Operations and Command Risk Management for Operational Excellence and Firefighter Safety. 

  •  Buildingsonfire.com Link HERE

  • Buildingsonfire.com coupled with it’s companion sites CommandSafety.com and TheCompanyofficer.com will continue to provide prominent and timely information to support the continuing traditions and missions of the Fire and Emergency Services. 

Situational Awareness: Wall Collapse Near Miss

No comments

UK Firefighter Narrowly Escapes Wall Collapse
Collapse captured on dash cam shows Greater Manchester (UK) Fire and Rescue Service close call

This was recently posted on Firefighternation.com and depicts a a video clip that captures a dramatic near miss of a colleague who could have been killed when a house collapsed today released footage of the incident. Greater Manchester Fire and Rescue Service said the incident in Littleborough, Rochdale, in September 2010 was being released as part of health and safety training for its staff and other fire and rescue services in the UK.

The dramatic footage, caught by a CCTV camera on a fire engine attending the scene, shows a fire fighter narrowly escaping death or serious injury as the front of a derelict terrace house collapsed, almost on top of him. The firefighter seems hardly fazed by the close call.

County Fire Officer and Chief Executive Steve McGuirk said the footage provided terrifying viewing for the service, who would use it as a training example to ensure crew were more aware of the dangers.

He added: “The footage is unbelievable. Our crew and the police are diligently attending this incident, where a derelict property is on fire. But who could have predicted the front of the house would collapse in this way. It is frighteningly close and this fire fighter could so easily have been killed. It’s a powerful example of how our fire fighters put themselves at risk each and every day to keep people across Greater Manchester safe.”

The footage will now form part of the service’s operational assurance processes and used to make fire fighters aware of the potential risks of similar incidents.

Greater Manchester Fire and Rescue Service has 41 stations across the 10 boroughs of the county and attended approximately 50,000 incidents involving fire and collisions on roads and motorways, and other emergencies, last year.

  • Greater Manchester Fire and Rescue Services  Link HERE

Stairway Collapse and Mayday in Chicagoland

No comments

                                                 

A fire in single family residential occupancy in Chicago’s West Humboldt Park section on May 29th produced these dramatic occurrences: Serious injury to a woman and her grandchild, a firefighter being trapped, and good Samaritans lending a hand.

About 12:30 a.m., Chicago fire officials and police responded to a fire in a one-and-a-half story single family home in the 4200 block of West Hadden Avenue on the West Side, according to police and fire officials. A 2-11 Alarm and EMS Plan 1 were called for the fire, said Fire Media Affairs spokesman Chief Joe Roccasalva. The fire was located in a 1 1/2 story wood frame bungalow (SFR) dwelling.  According to published reports, the firefighter fell through a burning stairwell when it collapsed and was briefly trapped. He was quickly located and extricated with minor injuries following the mayday alert

4246 West Hadden Ave

Aerial

 

Chicago Sun-Times, HERE and Breaking News Report, HERE and ABC News7 TV, HERE

Typical Circa Stairway Construction

 

Don’t forget to check out the 2011 Safety and Survival Week focus on;

2011 Focus: Surviving the Fire Ground – Fire Fighter, Fire Officer & Command Preparedness, HERE

 

Compromised Floor Assembly Traps Firefighters

3 comments

Residential Fire and Floor Compromise Norwichbulletin.com

A Taftville (CT) Firefigher was caught in a compromised floor condition while fighting a fire in a residential occupancy on Friday morning April 15th in Norwich, CT., resulting in a mayday and RIT deloyment to support the extrication and firefighter removal from the interior.

Published reports from Theday.com indicated a fire fighter issued a mayday after his foot plunged through the floor up to his knee, according to  according to Taftville (CT) Fire Chief Tim Jencks.

Two other fire fighters held him up so he wouldn’t fall through any farther, while several others rushed over to help.

A half dozen fire fighters worked to untangle wires that had dropped down from the sagging ceiling and to extricate the fire fighter from the damaged floor; the two who were holding him up also started to break through the floor, Jencks said.

Mutual aid from the Yantic Fire Company as well as the rapid intervention team from the Mohegan Sun Tribal department responded. 

  • Fire ground Photos NorwichBulletin.com, HERE
  • Additional Links, HERE and HERE

The single family residential occupancy was constructed in 1932 and was a four bedroom colonial design with 1,965 square feet of space. The floor assembly was conventional full dimensional wood floor joist construction.

Two Story Four Bedroom Colonial, Circa 1932

Alpha Side Post Fire

Aerial View from Bing.com

 

Here’s some diagrams and images for common floor joist assembly systems Circa 1932

 

 
 
 

 

Common Balloon Frame Wall-Floor Construction

 

Full Dimensional Floor Joists

Circa 1930's Floor Joist Configurations