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Twenty Ten

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august_detailAs we transition into a new year, and as plans begin to take place that frame and outline the year’s activities, foremost in this planning, preparation, scheduling and outlook should be those activities and commitments that training, education and skill development can be implemented and enhanced. Take the initiative to recognize and identify training and operational gaps and distinguish the risk and options available to lessen or eliminate the risk and reduce the gap deficiencies. Take the time to implement effective, accurate and frequent training and skill development drills, training curriculums and programs.

Don’t sacrifice or forego on this mission critical area when so much is at stake in the domain of combat structural fire suppression. Understand the predictability of performance in the buildings and occupancies not only in your jurisdiction, first or second-due areas, but also in those areas that you may be called upon to respond to for greater alarms or mutual aid. Remember Building Knowledge = Firefighter Safety.

Keep an eye in the rear view mirror; learning from the wisdom and knowledge from where you’ve been, what you’ve done and all your past experiences and practice; but at the same time focusing on the road before you with keen attentiveness on situational awareness, anticipating error-likely conditions and balanced risk assessment and operational management in both your strategic and tactical deployments. 

Twenty Ten(2010)

 Here are twenty (20) Suggested activities or initiatives for you to consider in 2010….

Above all, be safe in all your endeavors, assignments and incident tasks.

  1. Regardless of my years of experience, I will increase my understanding of the basic principles of Building Construction, because; Building Knowledge=Firefighter Safety.  
  2. Identify ten (10) buildings within your first-due or response district and complete a pre-fire plan and present this to my company of organization.
  3. Identify an area where new residential construction is underway and follow the construction process from foundation through completion to gain an understanding of operational issues.
  4. I will complete the UL Structural stability of engineered lumber in fire conditions online course and implement the lessons learned in my strategic and tactical operations.
  5. I will not take any building or occupancy for granted, and shall take all precautions to ensure crew integrity and safety during my task assignments.
  6. Complete a 360 assessment of all buildings upon arrival, when ever feasible to gain reconnaissance information on the building and incident risks and implement this info into my strategic, tactical plans or company task assignments.
  7. Research the issues affecting; Engineered Structural Systems (ESS), Fire Behavior/Fire Dynamics or Fire Suppression Management/Fire Loading and develop a training drill to share the lessons learned.
  8. Select a new or previous published fire service text book and read up on a subject area that I may have neglected or ignored to increase my skill set.
  9. Implement an objective approach towards effective risk assessment and profiling of all buildings and occupancies during incident operations and implement balanced tactical deployment with aggressive/measured assignments; recognizing that my company and I are not invincible.
  10. During demanding Combat Structural Fire Engagements, I will; Do the Right Thing at the Right Time for the Right Reasons and will not practice Tactical Entertainment.
  11. Read the Report of the Week (ROTW) on the National Firefighter Near-Miss Reporting System web site and share the operating experience (OE) lessons with my company or department, to reduce the likelihood of a similar or more serious event.
  12. I will read Ten (10) NIOSH Firefighter Fatality Investigation and Prevention Program Reports and present the lessons learned in a discussion, table top, drill or training program.
  13. I will attend a regional or national training conference to increase my perspective and awareness of other firefighting, safety or operational methodologies, process or practices to increase firefighter safety in my home organization.
  14. I will increase my understanding of the NFFF Everyone Goes Home Program initiatives, including the Sixteen Firefighter Life Safety Initiatives, Safety Thru Leadership and the Courage to Be Safe Programs and other new program initiatives and advocate and promote enhanced safety measures in my organization.
  15. I will advocate and promote safe and defensive apparatus operations during emergency responses and will always buckle-up my seat belt and ensure my crew is always belted-in, not placing my company at risk and obeying traffic signals and postings.
  16. I will implement the New Rules of Engagement during combat structural fire operations; while monitoring and reacting to on-going building performance and fire behavior.
  17. I will increase my understanding of the Predictability of Building Performance and base my operational deployments on Occupancy Risk not Occupancy Type.
  18. I will become a mentor to a new or less experienced firefighter and promote the traditions, honor and duty of our fire service profession, tempered with an emphasis on firefighter safety, survival and wellness.
  19. I will take NO emergency incident responses as being routine in nature, due to frequency , regularity or  past performance, demands or outcomes, nor will I take any building for granted; Company, Team and personal safety and integrity is paramount and I will not be complacent, but remain vigilant based upon my training, skills and experience.
  20. This one’s for you to identify and fill in………..

Ensure you’re glancing occasionally in your rear view mirror to monitor where you’ve been, while driving your initiatives, programs, processes and actions forward. Above all, maintain the courage to be safe. We don’t know what’s in the cards on any given day, but the citizens we protect can rest assured, we will do our job as firefighters, to the best of our abilities, because of who we are; today, in 2010 and certainly well into the next decade and beyond. Stay safe, with the hopes for a Happy New Year.

Looking Forward Through the Rear View Mirror

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crystalBall1As the end of the year fast approaches and in turn the end of the decade, it amazes me how “fast” time seems to have passed. Certainly when looking back and reflecting upon the past year or the previous few years, each of us thinks and contemplates upon those events, milestones, anniversaries, highlights as well as those common everyday occurrences that seem to permeate back and forth in our minds and hang at times like the smoke from a smoldering contents fire. When reflecting, there are the good times as well as those that were not so good. There are those events that were life altering and changing that forever formulate a different view upon each of our respective worlds we live and work within. As well as those events that have provided us with the joys and virtue of what we do everyday as firefighters both on and off the job, at the firehouse and at home.

For each or us, the events that form and shape our worlds; our families at home and our families at the fire station and within the fire department or agencies we volunteer or work for, leave indelible marks upon us that at times formulate and transcend us. My good friend Chief Ben Waller reflected upon a number of issues and insights in his recent post that was right on the mark as did my partner Chief Doug Cline in his perspective of 2009 and for 2010. A lot has happened to this our Fire Service during the past ten years and most certainly in the past twelve months that has shaped and forged a new generation of firefighters and tempered the existing veterans. Stop and think about it.

Looking back at 2009 and in the waning decade, the one certainty that we all share is that we have the ability and look forward to a new year, a new decade and to new challenges. Prior to this week, the 2009 Firefighter LODD events that sadly have occurred seemed like it would pause and we’d end the year with no further events. Tragically, in the past few days, five additional line-of-duty deaths have been reported through the USFA. From the events of 9-11, to the seeds that were planted in Tampa and the crusade that was embarked upon to ensure everyone [has] the opportunity to go home, through the tragedy, wake-up call and the lessons-learned from Charleston. A lot has happened, many tears have been shed, alot was learned, with so much more work still remaining.

As of this posting, the United States Fire Service has borne ninety-three (93) LODDs this year. In comparison to previous years, this may finally indicate a turning point in the previous escalating trends in LODD we’ve experienced during the past decade. Take a moment to look through the USFA postings and the narratives of each of the firefighters who made the supreme sacrifice in 2009 and reflect upon the circumstances and events that lead to their respective LODD incident. Take the time to spend an evening reading through some of the recent or past reports published on the NIOSH Fire Fighter Fatality Investigation and Prevention Program web site. Look the History Repeating Events (HRE) and think about what you can do to champion changes in your organization, department or company to eliminate or reduce the likelihood for a similar event from occurring to you or your organization.

The formulative and diligent efforts of the NFFF and the Everyone Goes Home Program and the Sixteen Firefighter Life Safety Initiatives have made their mark in this decade and must continue to be embraced and institutionalized as we move forward to twenty ten. Don’t forget about the inroads made by the National Firefigher Near-Miss Reporting System and the knowledge being gained to reduce HRE. We must look at and examine the successes and the failures of our methodologies, processes, culture and perspectives and continue to seek behaviors and practices that make our job safer. When we focus our attention on Building Construction, Command Risk Management and Firefighter Safety and the essence of combat structural fires; Structural firefighting is what it’s all about, is it not? The fundamental nature and reason we have such veneration for firefighting and the fire service and all it entails, has a lot to do with going into burning buildings and fighting fire. But firefighting has its adverse consequences, with all too familiar costs, in the form of injuries, debilitating accidents and line of duty deaths. As a firefighter; to say that we love firefighting would be an understatement, BUT one issue that we need to address is the fact that there are many individual firefighters, companies and organizations that employ fireground operational practices that promote the “enjoyment and entertainment” of working a good job within the occupancy compartment of a structural fire in the building environment.

One of the formulative postings I published this past year focused on working that good job for the shear enjoyment of what and who we are; firefighters. It’s worth repeating again, since this is an opportune time to reflect. Today’s incident scene and structural fires are unlike those in past decades and will continue to challenge us operationally when confronted with structural fire engagement and combat operations. Operationally, we need to be doing the right thing, for the right reason in the right place to increase our safety and incident survivability.

We also can share the belief and understanding that we at times may have found ourselves staying too long in the wrong place, operating tactically in an adverse environment with known hazards that do not have value, for nothing other than the enjoyment of nozzle and operating time in the fire. We have a tendency when working a room and contents, compartment fire or a structural fire in the building environment placing operating companies and personnel in high hazard environments- sometimes at the expense of justifying our own entertainment value in working the job, the assignment or in maintaining the interior operational interface. Think about it.

We need to stop “entertaining” ourselves. Don’t mistake determined, effective and proactive firefighting with that of reckless, baseless and risk-preferring and self-indulging firefighting. There is a difference. The job is dangerous, it has risks, we are not invincible, and we can die; at any alarm, in any fire, at anytime for any number of reasons. But it’s tragic when we die for all the wrong reasons. Think about the definitions; think about how they apply to you, your personnel, your company or your operations; past, present or future. More importantly, think about when and where you’ve found yourself doing any one of these; could the outcome have been different?

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

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

On any given day, at any give alarm, the dynamics around us at times may be in or out of our direct control. We may not be able to see what the cards have in store for us, BUT we must ensure we use every fragment of training, fortitude, knowledge, skills, courage, bravery, insights, luck and sometimes (other divine) intervention to get us through. We must have the fortitude and courage to be both safety conscious and measured in the performance of our sworn duties while maintaining the appropriate balance of risk and bravery.
• The demands and requirements of modern firefighting will continue to require the placement of personnel within situations and buildings that carry risk, uncertainty and inherent danger.

• As a result, risk management must become fluid and integrate all personnel.

• We must manage dynamic risks with a balanced approach of effective assessment, analysis and probability within command decision making that results in safety conscious strategies and tactics.

• The traditional attitudes and beliefs of equating aggressive firefighting operations in all occupancy types coupled with correlating, established and pragmatic operational strategies and tactics MUST not only be questioned, they need to be adjusted and modified.

Risk assessment, risk-benefit analysis, safety and survivability profiling, operational value and firefighter injury and LODD reduction must be further institutionalized to become a recognized part of modern firefighting operations. Aggressive firefighting must be redefined and aligned to the built environment and associated with goal oriented tactical operations that are defined by risk assessed and analyzed tasks that are executed under battle plans that promote the best in safety practices and survivability within know hostile structural fire environments.

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

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

There is a melting of both pragmatic aggressive firefighting with measured and deliberate tactical approaches. It’s a balance and equilibrium; the question is do you know when to recognize that balance, where it exists and how not to cross that adverse threshold?

Our current generation of buildings, construction and occupancies are not as predictable as past Conventional Construction; Risk assessment, strategies and tactics must change to address these new rules of structural fire engagement. You need to gain the knowledge and insights and to change and adjust your operating profile in order to safe guard your companies, personnel and team compositions.

Looking Forward through the Rear View Mirror; remember the past, recall those history repeating events that seem to manifest themselves time and time again; are we ever going to learn. I truly believe we are starting to finally “get it”-even if it’s on a smaller incremental scale, it’s a starting point. Remember the lessons from those events that have impacted you, your department, your community and the fire service; from close-calls to near-miss events; from minor or debilitating injuries to the tragedy and sorrow of a LODD event.

As we transition into a new year, and as plans begin to take place that frame and outline the year’s activities, foremost in this planning, preparation, scheduling and outlook should be those activities and commitments that training, education and skill development can be implemented and enhanced. Take the initiative to recognize and identify training and operational gaps and distinguish the risk and options available to lessen or eliminate the risk and reduce the gap deficiencies. Take the time to implement effective, accurate and frequent training and skill development drills, training curriculums and programs. Don’t sacrifice or forego on this mission critical area when so much is at stake in the domain of combat structural fire suppression. Understand the predictability of performance in the buildings and occupancies not only in your jurisdiction, first or second-due areas, but also in those areas that you may be called upon to respond to for greater alarms or mutual aid. Understand the structural anatomy of your community. Remember Building Knowledge = Firefighter Safety. Understand the fomulative issues affecting engineered structural systems (ESS) and the change in operational deployment and tactics on the fire ground. Keep an eye in the rear view mirror; learning from the wisdom and knowledge from where you’ve been, what you’ve done and all your past experiences and practice; but at the same time focusing on the road before you with keen attentiveness on situational awareness, anticipating error-likely conditions and balanced risk assessment and operational management in both your strategic and tactical deployments.

We don’t know what’s in the cards on any given day, but the citizens we protect can rest assured, we will do our jobs as firefighters, to the best of our abilities, because of who we are; today, in 2010 and certainly well into the next decade and beyond. 

Ensure you’re glancing occasionally in your rear view mirror to monitor where you’ve been, while driving your initiatives, programs, processes and actions forward. Above all, maintain the courage to be safe.

Engineered Structural Systems- Hazards

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600x6CNN recently presented an informative piece on the continuing trends in the design and use of engineered structural systems (ESS) . CNN correspondant Gerri Willis provides an informative and  insightful look at something the fire service knows all too well.  Here’s some additional information for you; According to the Wood Truss Council of America (WTCA), wooden trusses are used in roof systems in more than 60% of all buildings in the United States [SBCMAG 2004]. Truss and related engineered wooden floor systems are also becoming more common. Today, more engineered structures use lighter weight materials, producing larger spans and clear openings. Trusses can be designed to carry expected loads, be produced economically, be safely handled, and reduce construction costs.

Engineered building components may provide adequate strength under normal loading; but under fire conditions, these truss systems can become weakened and fail, leading to the collapse of roofs, floors, and possibly the entire structure. Truss systems are usually hidden, and fires within truss systems may go unnoticed for long periods of time, resulting in loss of integrity.

Structural design codes often do not factor in this decreased system integrity, as fire degrades the structural members. Fire fighters typically rely on warning signs to indicate imminent truss failure such as roofs and floors that feel spongy or are visibly sagging. Quite often, these warning signs are not good predictors of truss system failures. The United States Fire Administration (USFA) reports that during 1990-2000, structural fires and explosions accounted for 46.1% of all reported fire fighter fatalities (500 of 1,085) [USFA 2002].  Statistics compiled by the WTCA suggest that 4.7% of the total fatalities (108 of 2,286) during 1980-2001 were due to structural collapse [Grundahl 2003b]. Fifteen separate incidents investigated by NIOSH identified at least 20 fatalities and 12 injuries that have occurred from 1998-2003 during fire-fighting operations in buildings containing truss systems.

http://us.cnn.com/video/?/video/living/2009/12/18/willis.new.housing.fire.danger.cnn CNN Reports on ESS Dangers

At least three scenarios can occur in which fire fighters suffer fatalities and injuries while operating at fires involving truss roof and floor systems:
1. While fire fighters are operating above a burning roof or floor truss , they may fall into a fire as the sheathing or the truss system collapses below them.
2. While fire fighters are operating below the roof or floor inside a building with burning truss floor or roof structures , the trusses may collapse onto them.
3. While fire fighters are operating outside a building with burning trusses , the floor or roof trusses may collapse and cause a secondary wall collapse.

Building Construction Spring09 173

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

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Buffalo Box 191

Buffalo Box 191

December 27, 1983 Buffalo, New York Five Firefighter Line-of-Duty Deaths

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.

Two civilians were also killed and another 60 to 70 were injured. While operating at the rescue effort, another 19 firefighters were injured. The blast and ensuing fire ignited 14 residences and damaged as many as 130 buildings over a four block area. The explosion occurred when an employee was moving an illegal 500-lb. propane tank with a forklift truck and dropped it, breaking off a valve. The gas leaked out, found an ignition source, and the explosion occurred.

At 20:23 hours, a full assignment was dispatched to North Division & Grosvenor streets. The three engines, two trucks, rescue and 3rd Battalion were responding to a report of a large propane tank leaking in a building. Engine 32 arrived and reported nothing showing, but they were talking to some workmen from the four-story, heavy-timber warehouse (approx. 50′ x 100′). Truck 5, Engine 1 and BC Supple arrived right behind E-32. Thirty-seven seconds after the chief announced his arrival, there was a tremendous explosion. It completely leveled the four-story building. It demolished many buildings on four different blocks. It seriously damaged buildings that were over a half a mile away. The ensuing fireball started buildings burning on a number of streets. A large gothic church on the next block had a huge section ripped out of it as if a great hand carved out the middle. A ten-story housing projects a couple blocks away had every window broken and some had even more damage. Engine 32 and Truck 5′s firehouse, which was a half mile away or so, had all its windows shattered.

Killed in the line of duty were all assigned to Buffalo FD Ladder Company 5;

  • Firefighter Michael Austin,
  • Firefighter Michael Catanzaro,
  • Firefighter Matthew Colpoys,
  • Firefighter James Lickfield and
  • Firefighter Anthony Waszkielewicz.

Buffalo Ladder 5  1983

Remember to think about occupancy risk and not occupancy type and the factors related to the occupancy usage and the nature of the call. Nothing is ever routine.

WKBW.com Cached video clip, HERE

Buffalo, NY Propane Gas Explosion, Dec 1983, HERE

Propane blast death affects son of fireman, HERE and HERE

PROPANE EXPLOSION 25th  ANNIVERSARY IN BUFFALO,NEW YORK, HERE

New York Times, HERE and HERE

Rememberance, HERE and History Repeating Events, HERE

12-30-2008 10-31-40 AM12-30-2008 10-59-17 AM

Remembering Brackenridge 1991 Floor Collapse and LODD

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12-21-2009 9-53-23 PMRemembering Brackenridge, Pennsylvania December 20, 1991: Four Firefighters Killed, Trapped by Floor Collapse

Four volunteer firefighters died when they were trapped by a partial floor collapse during a structure fire in Brackenridge, Pennsylvania, on the morning of December 20, 1991. All four were members of a mutual aid truck company that had responded to the early morning incident and were assigned to prevent fire extension from the basement to the ground floor of a 2-story building. Although they were wearing full protective clothing and using self-contained breathing apparatus, it appears that they were overwhelmed by the severe fire conditions that erupted when a section of the ground floor collapsed into the basement. The collapse cut off their primary escape path, and the fire burned through their hose line, leaving them without protection from the flames.  

 SUMMARY OF KEY ISSUES

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

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

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

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

USFA Report; HERE

NFPA Summary; HERE

NFPA Report Order; HERE 

Brackenridge Pioneer Hose Co. Memorial, Pennsylvania, HERE

FDNY Brooklyn Box 4080: 17 Vandalia Avenue 12.18.98

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12-18-2009 12-24-25 PMTake a moment to look back at an incident: On December 18, 1998, Three FDNY Firefighters died in-the line of duty while conducting suppression and rescue operations at  fire on the tenth floor of 10-story high-rise apartment building for the elderly.  At 0454 hours Brooklyn transmitted box 4080 for a top floor fire at 17 Vandalia Avenue in the Starrett City development complex. The sprawling complex is located on Brooklyn’s south shore in the Spring Creek section. The 10 story 50 x 200 fireproof building is used as a senior citizen’s residence. Engine 257 and ladder 170, both quartered in Canarsie, were assigned 1st due and arrived within 4 minutes. By that time the fire already could be seen blowing through two windows. Second and 3rd alarms were quickly transmitted.

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

NIOSH INVESIGATIVE REPORT SUMMARY (F99-01) On December 18, 1998, several fire companies and fire fighters responded at 0454 hours to a reported fire on the tenth floor of a 10-story high-rise apartment building for the elderly. The fire had been burning for 20 to 30 minutes before it was called in because the resident attempted to put the fire out with small pans of water. As the fire fighters approached the building from the rear, an orange glow was observed in the window of Apartment 10D. As the fire fighters were arriving in front of the high-rise, a call was received from Central Dispatch that a female resident in the apartment next door to the fire apartment was trapped in her apartment and needed help. Several fire fighters entered the lobby area, and some took the stairs to the ninth floor, while others took the elevator to the ninth floor. A Lieutenant and two fire fighters on Ladder 170 (the victims), along with the Lieutenant on Engine 290, took the B-stairs from the ninth floor to the tenth floor, and entered the hallway, in search of the fire, while 4 fire fighters on Engine 290 were flaking out the hose line on the ninth floor and in the stairwell between the ninth and tenth floor in preparation for hookup. During this same time period, other fire fighters had gone to the tenth floor A-stairwell landing to attempt a hose line hookup to the standpipe in the landing. Engine Company 257 fire fighters, who were attempting to make a hook-up on the fire floor landing, experienced trouble with the heat, heavy smoke, and heavy insulation on the standpipe and were forced to abandon this hook-up. The Lieutenant on Engine 290 and the victims, who were on the B-side, were approaching the center smoke doors (see diagram), when the Lieutenant radioed his driver on the outside, and asked, “Where is the fire?” The driver radioed back, the fire is in the rear, towards exposure 4. The Lieutenant on Engine 290 then left the tenth floor, descended the stairs to the ninth floor and helped his men drag the hose to the A-stairwell, where they met up with fire fighters on Engine 257, who assisted them in stretching their line and hook-up on the ninth floor. The victims proceeded through the center smoke doors in search of the fire. From the information obtained during this investigation, it is believed the victims found the fire apartment, with the door partially opened, allowing smoke and hot gases to enter the hallway. They then opened the door fully, the wind pushed the fire and extreme heat in the apartment into the hallway, and a flashover occurred, exposing the victims to extreme radiant heat that potentially elevated their body core temperature. The last radio transmission from the victims was a Mayday call. When the victims were found, all were unresponsive, they were treated at the scene and taken to the hospital where they were pronounced dead by the attending physician.

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

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

Truss and Engineered Systems Placards

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11-22-2008 9-05-24 PMThe Aldridge-Benge Firefighter Safety Act of 2008 became law on December 13, 2009 after unanimously passing the Florida House and Senate in 2008. The new law is named in honor of two Orange County, Florida  Firefighters, Todd Aldridge and Mark Benge, who died in 1989 after the roof of a gift shop collapsed; the bill is called the Aldridge-Benge Firefighter Safety Act. For a copy of the Act, HERE

 The Aldridge-Benge Firefighter Safety Act will require owners of any commercial, industrial, or any multi-unit residential structure, to mark these buildings in a manner that identifies them as light-frame truss-type construction. A sign or symbol will alert firefighters of the construction material and allow them to modify their tactics for fighting fires in buildings.

12-18-2009 9-58-41 AM

Aldridge-Benge Florida Placards

633.027 Buildings with light-frame truss-type construction; notice requirements; enforcement.

(1) The owner of any commercial or industrial structure, or any multiunit residential structure of three units or more, that uses light-frame truss-type construction shall mark the structure with a sign or symbol approved by the State Fire Marshal in a manner sufficient to warn persons conducting fire control and other emergency operations of the existence of light-frame truss-type construction in the structure.

(2) The State Fire Marshal shall adopt rules necessary to implement the provisions of this section, including, but not limited to:
(a) The dimensions and color of such sign or symbol.
(b) The time within which commercial, industrial, and multiunit residential structures that use light-frame truss-type construction shall be marked as required by this section.
(c) The location on each commercial, industrial, and multiunit residential structure that uses light-frame truss-type construction where such sign or symbol must be posted.

(3) The State Fire Marshal, and local fire officials in accordance with s. 633.121, shall enforce the provisions of this section. Any owner who fails to comply with the requirements of this section is subject to penalties as provided in s. 633.161

Truss Systems Placards For Firefighter Safety from across the United States. This was originally posted HERE . Check out the link for examples of various types of placards from various locations around the US. Additional Links HERE and HERE

- The Valley Independent Sentinel covers the proposed law in Derby, Can You Spare Five Dollars (To Save A Life)?.
- NFPA Journal: It’s not lightweight construction. It’s what happens when lightweight construction meets fire.
- Firehouse.com: Understanding the Dangers of Lightweight Truss Construction

-FireRescue1.com: Enhancing Firefigher SAfety, One Step at a time:

 New York State:  PDF HEREFR20Poster0320Large

The following represent various state or local level efforts that have been instituted to provide the fire service with identification placards for attachment to buildings constructed with truss support systems. What we don’t have is a unified national standard, nor do we have these systems in all states. The political strife and lobbying backed by special interest groups and mfg. associations that DO NOT Support these types of placard systems is appalling and inexcusable. This post is to make many of you aware of the various enhacements that exist to support firefighter safety.

New York State TRUSS TYPE CONSTRUCTION PlacardsNYS 19 NYCRR Part 1264 – IDENTIFICATION OF BUILDINGS UTILIZING TRUSS TYPE CONSTRUCTION
http://www.dos.state.ny.us/code/trussID.htm

More from New York State…..
http://www.trussid.org/index.html

City of San Francisco, CA
5.05 Signage of Buildings with Wood or Lightweight Steel Truss, or Composite Wood Joist (TJI) or Roof Construction
Reference: 2007 San Francisco Fire Code Section 507.3.2
http://www.sfgov.org/site/sffd_page.asp?id=80083

State of New Jersey TRUSS SIGNS (Truss Roof and Truss Floor Assembly Signs)
Exterior Placard NJAC 5:70 – 2.20(a)1 and 2 This attachment was provided by the New Jersey Division of Fire Safety and is referenced as Exterior Placard NJAC 5:70 – 2.20(a)1 and 2.
Truss roof signs are required by the New Jersey State Uniform Fire Code for buildings, which utilize either a floor or roof assembly consisting of truss construction. A truss sign gives early warning to fire and emergency service members that the roof and/or floor may be subject to early collapse in the event of a fire condition.

ISOSCELES TRIANGLE SIGNS
N.J.A.C. 5:70-2.20(a)1.
“The emblem shall be of a bright and reflective color, or made of reflective material. The shape of the emblem shall be an isosceles triangle and the size shall be 12 inches horizontally by 6 inches vertically. With letters of a size and color to make them conspicuous, shall be printed on the emblem, as shown in images below.”

N.J.A.C. 5:70-2.20(a)2
“The emblem shall be permanently affixed to the left of the main entrance door at the height of between 4 feet and 6 feet above the ground, and shall be installed and maintained by the owner of the building”.

NJtruss_signs

New Jersey Truss Placards

 

 

 

NIOSH Suggested Truss Placard Type
EXAMPLE LANGUAGE FOR A LAW REQUIRING LABELING OF BUILDINGS FOR THE FIRE SERVICE
This sample language is based on recommendations in the National Institute for Occupational Safety and Health (NIOSH) report entitled “NIOSH Alert: Preventing Injuries and Deaths of Firefighters due to Truss System Failures.”
The report states: “Consider placing building construction information outside the building. Include
information about roof and floor type.

The NIOSH report also recommends as part of pre-fire planning to: Record data regarding roof and floor construction (e.g., wooden joist, wood truss, steel joist, steel truss, beam and girder, etc.) [NFPA 2003]. The sample language below provides building labeling that identifies the building’s construction type, is simple yet logical, and should allow firefighters to quickly know the building’s floor and roof construction materials, promoting better and more complete information on the fireground and increased firefighter safety.

xxx Identification of structural construction. Structural construction types shall be identified by a sign or signs, in accordance with the provisions of this section.

xxx.1 Signs. Signs shall be affixed where a building or a portion thereof is classified as Group A, B, E, F, H, I, M, R-1, R-2, R-4 or S occupancy. The owner of the building shall be responsible for the installation of the sign.
xxx.2 New buildings and buildings being added to. Signs shall be provided in newly constructed buildings and in existing buildings where an addition that extends or increases the floor area of the building. Signs shall be affixed prior to the issuance of a certificate of occupancy or a certificate of compliance.

xxx.3 Existing buildings. Signs shall be provided in existing buildings. Signs shall be affixed within ninety days of being notified in writing by the Code Enforcement Official.

xxx.4 Contents of signs. Signs shall consist of a diagram 6 inches (152.4 mm)in height and width, with a stroke width of ¼ inch (6.4 mm). The sign background shall be reflective white in color. The diagram and contents shall be reflective red in color, conforming to Pantone matching system (PMS) #187. Where a sign is directly applied to a door or sidelight, it may be a permanent non-fading sticker or decal. Signs not directly applied to doors or sidelights shall be of sturdy, non-fading, weather resistant material.

xxx.5 Identification of construction classification. Signs shall contain the roman alphanumeric designation of the construction classification of the building, in accordance with the provisions for the classification of types of construction (types I through V) of the building code. The roman numeral designating construction classification shall be 1 inch (25.4 mm) minimum in height and have a stroke width of ¼ inch (6.4 mm) minimum, and it shall be reflective white in color on a background of reflective red.

xxx.6 Identification of year of construction. Signs shall indicate the building’s year of construction or major reconstruction. The arabic numeral indicating year of construction shall be 1 inch (25.4 mm) minimum in height and have a stroke width of ¼ inch (6.4 mm) minimum, and it shall be reflective white in color on a background of reflective red.

xxx.7 Identification of structural construction types. Signs shall contain the alphabetic designations identifying the structural construction types used in the building, as follows:

“W” shall mean sawn joist/rafter construction, wood members
“I” shall mean engineered I-joist construction, wood members
“S” shall mean steel construction
“T” shall mean truss type construction
“C” shall mean concrete construction

NIOSH Suggested Truss Placard

NIOSH Suggested Truss Placard

State of Florida, Truss Placard System 2008;
The Aldridge-Benge Firefighter Safety Act. The law was named in honor of Orange County firefighters Todd Aldridge and Mark Benge, who died in 1989 after the truss roof of a gift shop collapsed. Under the new law, owners of any commercial, industrial or multi unit residential structure, have to clearly mark if their buildings have lightweight roof or floor trusses, allowing firefighters to change their tactics when working in these types of structures

http://www.cfnews13.com/News/Local/2008/7/2/new_firefighter_protect….

633.027 Buildings with light-frame truss-type construction; notice requirements; enforcement
(1) The owner of any commercial or industrial structure, or any multiunit residential structure of three units or more, that uses light-frame truss-type construction shall mark the structure with a sign or symbol approved by the State Fire Marshal in a manner sufficient to warn persons conducting fire control and other emergency operations of the existence of light-frame truss-type construction in the structure.
(2) The State Fire Marshal shall adopt rules necessary to implement the provisions of this section, including, but not limited to:
(a) The dimensions and color of such sign or symbol.
(b) The time within which commercial, industrial, and multiunit residential structures that use light-frame truss-type construction shall be marked as required by this section.
(c) The location on each commercial, industrial, and multiunit residential structure that uses light-frame truss-type construction where such sign or symbol must be posted.
(3) The State Fire Marshal, and local fire officials in accordance with s. 633.121, shall enforce the provisions of this section. Any owner who fails to comply with the requirements of this section is subject to penalties as provided in s. 633.161.

Florida Placard

Florida Placard

 

Wheeling, Illinois Wood Truss Warning Signs
Attached is information from Wheeling, Illinois, who enacted thier own local code requriement. April 18, 1994 adopted Ordinance 2948 amending Title 14, Fire, of the Wheeling Municipal Code by adding Chapter 14.08 “Wood Truss Warning Signs”

State of Vermont
F or additional Info HERE

CITY OF CHESAPEAKE, VA TRUSS ID PROGRAM; A designated sticker is used for quick recognition of potential Collapse Dangers associated with TRUSS constructed buildings. The sticker is placed on every entry door of all commercial buildings with Truss construction. The use of trusses in building construction presents a great danger to firefighting personnel when those structures are involved in fire conditions. By design, the truss members in floor and roof assemblies will collapse, without warning, after being exposed to heat or flame contact for a very short period of time. Because of the inherent danger firefighters must face while operating within these buildings, a Truss Identification Program (TIP) has been instituted to alert personnel of the danger prior to beginning fire suppression operations. The Truss Identification Program is intended to alert the members of the Chesapeake Fire Department with pertinent pre-plan information before firefighting forces are committed to an interior attack.

The TIP shall be an ongoing program applied to all commercial buildings inspected by the Chesapeake Fire Department.
http://www.chesapeake.va.us/services/depart/fire/truss.shtml

City of Greencastle, Indiana

The City of Greencastle, Indiana and the Greencastle Fire Department recently enacted and approved an Engineered Lumber ID Program consisting of a sticker that is used for quick recognization of potential Collapse Dangers associated with Engineered Lumber constructed buildings. The sticker is placed on every electrical meter of all residential & commercial buildings with Engineered Lumber construction built after May 13th 2008. The news release states that; the use of this type of lumber in building construction presents a great danger to firefighting personnel when those structures are involved in fire conditions. By design, the Engineered Lumber in floor and roof assemblies will collapse, without warning, after being exposed to heat or flame contact for a very short period of time. Because of the inherent danger firefighters must face while operating within these buildings, an Engineered Lumber Identification Program (ELIP) has been instituted to alert personnel of the danger prior to beginning fire suppression operations.

The Engineered Lumber Identification Program is intended to alert the members of the Greencastle Fire Department with pertinent pre-plan information before firefighting forces are committed to an interior attack. The sticker is unobtrusive and is placed directly on a meter box, for example, and alerts the FD if either the floor joists and/or the trusses are made of and Engineered Lumber System and materials. The fire officers are already checking the utility boxes on all fires as part of their initial size-up. The ELIP shall be an ongoing program applied to all residential & commercial buildings inspected by the Greencastle Fire Department.

ORDINANCE 2008 – 4 states; AN ORDINANCE REQUIRING A REFLECTIVE SYMBOL ON STRUCTURES USING ENGINEERED LUMBER
WHEREAS, many new building structures currently use engineered lumber in their construction;
WHEREAS, some types of engineered lumber burn at a rate faster that other types of lumber; and
WHEREAS, in fighting fires, it would be helpful to know the types of materials used in the construction of a structure.

NOW THEREFORE be it ordained by the Common Council of the City of Greencastle as follows:
1. Definitions:
a. Engineered Lumber shall mean prefabricated I-joists, truss joists, and truss rafters, and laminated beams and studs.
b. Structure shall mean primary, secondary and accessory structures as defined in the Greencastle Zoning Code that have electrical meters that serve the structure.

2. All structures constructed with engineered lumber after the effective date of this ordinance must have a reflective symbol affixed to each electrical meter serving the structure.

3. The reflective symbol shall be in the form of a sticker, issued by the City of Greencastle that states that the structure is constructed with engineered lumber

4. Any person violating this ordinance by refusing to use the reflective symbol or by removing the reflective symbol shall be subject to a fine in an amount of $25.00 per violation. Each day that a violation occurs shall constitute a separate violation, subject to a separate fine.

5. The owner of any structure that was constructed with engineered lumber prior to the effective date of this ordinance is requested to place the reflective symbol on the electrical meter serving the structure on a voluntary basis.

This is another great example how local level insights, actions and legislation can go a long way in supporting fire service operational challanges as they relate to building construction systems, methodologies and materials. Remember, We can certainly work diligently AND cooperativley with local government officials to enhance incident operations and make our jobs safety, one step at a time….
For additional information on the Fire Department’s efforts in Greencastle, IN contact Lt. John Shafer, Lieutenant/Training Officer HERE.
 
An invaluable free on-line training program on Structural Stability of Engineered Lumber in Fire Conditions – is available from UL, check HERE for further information.
The 2006 NIOSH LODD Report, HERE

Predicated Building Performance

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6When we look at various buildings and occupancies, past operational experiences; those that were successful, and those that were not, give us experiences that define and determine how we access, react and expect similar structures and occupancies to perform at a given alarm in the future. Naturalistic (or recognition-primed) decision-making forms much of this basis.

We predicate certain expectations that fire will travel in a defined (predictable) manner that fire will hold within a room and compartment for a given duration of time, that the fire load and related fire flows required will be appropriate for an expected size and severity of fire encountered within a given building, occupancy, structural system. That may be true for conventional or legacy structures, but what about modern construction and engineered structural systems? Same expectations?…….

What do you think?

There’s a great series of photos depicting initial operations at a small-sized (square foot) single family residential occupancy fire that captures fire and smoke behavior, HERE and HERE

Take at look the at this residential fire and interior attack that injured a number of Maryland Firefighters HERE

Take a moment to look back at an incident: On December 18, 1998, Three FDNY Firefighters died in-the line of duty while conducting suppression and rescue operations at fire on the tenth floor of 10-story high-rise apartment building for the elderly. This wind-driven fire event and the lessons-learned contributed directly to the current body of research and new insights on emerging strategies and tactics. NIOSH Report HERE. NIST References HERE

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

Wind Driven Mansion Fire

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A million dollar Baltimore County, Maryland  home was destroyed Sunday December 13, 2009  by a fire that tore through the 4,700-square-foot structure with such intensity that firefighters were forced to battle the flames from the exterior. Shortly after 21:00 hours, Baltimore County Fire Dispatch alerted crews for Fire Box 50-2 at 12607 Nancy Lee Court in the Worthington Trace subdivision in the Chestnut Ridge area. As firefighters were responding, dispatch advised they were receiving multiple calls to 911, with some reporting the entire house was on fire. While en route to the scene, Chestnut Ridge Volunteer Fire Company Captain Dan Uddeme reported heavy fire was visible and requested a 2nd alarm and a Tanker Strike Team as the house sits in an area without fire hydrants. Upon arrival, Capt. Uddeme reported fire had consumed the entire 2nd floor and roof area and was spreading. Firefighters were forced to use exterior operations due to the heavy volume of fire. Responding units set up for rural water operations, shuttling more than 17,000 gallons of water from an underground tank on Greenspring Avenue and Walnut Avenue near the scene. Reisterstown Volunteer Fire Companys Engine 412 was also utilized for its Compressed Air Foam System, with several handlines and the ladder pipe from Glyndon Volunteers Truck 404 flowing foam. The Baltimore County Fire Investigation Division is investigating to determine the fires cause and origin. Video and data was obtained from Michael Schwartzberg’s Firepix1075 . Additional photos, HERE and newsreports, HERE

While watching the video, take the time to listen to the wind howling across the mic and observe the intesity level of the fire severity and propogation in the Charlie side. This provides an opportunity for those that are not familiar with the NIST Wind Driven Fire Studies or the PWC (VA) Kyle Wilson LODD to take some time to read about the affects of wind on incident operations, strategies and tactical personnel safety. This was a 4,700 SF large volume residential structure. Think about the performance and your deparment’s capabilities? Remember, it’s not “just” a house fire

Take a look at the Prince William County (VA) Fire & Rescue case study information related to Technician I Kyle Wilson – LODD Report. This event: Technician Kyle Wilson died in the line of duty on April 16, 2007 while performing search and rescue operations at a house fire on Marsh Overlook Drive, located in the Woodbridge area of Prince William County. On that day, Technician Wilson was part of the firefighter staffing on Tower 512 which responded to the house fire that was dispatched at 0603 hours. The Prince William County area was under a high wind advisory as a nor’eastern storm moved through the area. Sustained winds of 25 mph with gusts up to 48 mph were prevalent in the area at the time of the fire dispatch to Marsh Overlook Drive. Initial arriving units reported heavy fire on the exterior of two sides of the single family house and crews suspected that the occupants were still inside the house sleeping because of the early morning hour. A search of the upstairs bedroom commenced for the possible victims. A rapid and catastrophic change of fire and smoke conditions occurred in the interior of the house within minutes of Tower 512’s crew entering the structure. Technician Wilson became trapped and was unable to locate an immediate exit out of the hostile environment. Mayday radio transmissions were made by crews and by Technician Kyle Wilson of the life-threatening situation. Valiant and repeated rescue attempts to locate and remove Technician Wilson were made by the firefighting crews during extreme fire, heat and smoke conditions. Firefighters were forced from the structure as the house began to collapse on them and intense fire, heat and smoke conditions developed. Technician Wilson succumbed to the fire and the cause of death was reported by the medical examiner to be thermal and inhalation injuries.

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

What tactics or tools are appropriate for use with a wind driven fire and how should the tactics or tools be implemented?  Positive Pressure Ventilation (PPV) is being used by fire departments on smaller structures, such as single family homes, to control the fire flow by introducing pressure from the front door and venting the house through a strategic exit opening.  If done correctly, this tactic can remove significant amounts of heat and smoke from the structure, thus improving the fire fighters’ working environment and improving the chances of survival for the building occupants.  NIST has completed several studies which have a two fold impact: 1) providing guidance on the safe use of PPV and 2) characterizing and validating the modeling of PPV with a computational fluid dynamics (CFD) computer model, so that the model can be used as a training tool for the fire service. Fire Chief Magazine article HERE

  • A video of one of the wind driven fire experiments showing the pulsing flames out of the window. Pulsing Fire(83 MB)
  • A video of one of the wind driven fire experiments showing the deployment of a Wind Control Device (WCD). WCD Deployment. (40 MB)
  • A 4-view video of one of the wind driven fire experiments on the 7th floor. Governor’s Island Wind Driven Fire (368 MB)
  • A 4-view video of one of the wind driven fire experiments conducted where the wind control curtain is deployed. The video is 4 times real time. WDF Curtain Deploy (486 MB)
  • An 8-view video of experiment number five conducted at the Large Fire Building at NIST’s Gaithersburg Campus which examined the impact of a WCD on a wind driven fire.  The video is 4 times real time. Experiment 5-Oct View (450MB)
  • An 8-view video of experiment number eight conducted at the Large Fire Building at NIST’s Gaithersburg Campus which examined the impact of externally applied water, solid stream and fog stream, at 160 gpm.  The video is 4 times real time. Experiment 8- Oct View (419MB)
  • The New Lexicon and Challenges

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    Floor TrussOf 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?

    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:         1980-2009     Current into 2010…
    ·        Blended Hybrid:  1995-2009     Current into 2010…
    ·        Enigmatic:            2010-             Projected
     
    We’ll discuss these six classifications in greater details in future postings here 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 busy on your down time today over the next few days and discover the implications these components may have in your community….

    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

    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

    Remember, Building Knowledge = Firefighter Safety (Bk-F2S)

    Stop the Entertainment

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    3183630397_6104ecd8cd_bWhen we focus our attention on Building Construction, Command Risk Management and Firefighter Safety and the essence of combat structural fires; Structural firefighting is what it’s all about, is it not? The fundamental nature and reason we have such veneration for firefighting and the fire service and all it entails, has a lot to do with going into burning buildings and fighting fire.

    We enjoy it tremendously; we have fun at, because of who we are and what we do-as firefighters. It’s the job and it’s a calling. Firefighting; It’s not something you do, it’s something you are. But firefighting has its adverse consequences, with all too familiar costs, in the form of injuries, debilitating accidents and line of duty deaths.

    As a firefighter; to say that we love firefighting would be an understatement, BUT one issue that we need to address is the fact that there are many individual firefighters, companies and organizations that employ fireground operational practices that promote the “enjoyment and entertainment” of working a good job within the occupancy compartment of a structural fire in the building environment.

    Today’s incident scene and structural fires are unlike those in past decades and will continue to challenge us operationally when confronted with structural fire engagement and combat operations. Operationally, we need to be doing the right thing, for the right reason in the right place to increase our safety and incident survivability. We also can share the belief and understanding that we at times may have found ourselves staying too long in the wrong place, operating tactically in an adverse environment with known hazards that do not have value, for nothing other than the enjoyment of nozzle and operating time in the fire. We have a tendency when working a room and contents, compartment fire or a structural fire in the building environment placing operating companies and personnel in high hazard environments- sometimes at the expense of justifying our own entertainment value in working the job, the assignment or in maintaining the interior operational interface. Think about it.

    We need to stop “entertaining” ourselves. Don’t mistake determined, effective and proactive firefighting with that of reckless, baseless and risk-preferring and self-indulging firefighting. There is a difference. The job is dangerous, it has risks, we are not invincible, and we can die; at any alarm, in any fire, at anytime for any number of reasons…..Let me leave you with some new thoughts and concepts related to operational safety and the definitions that I’ve come to develop that may support apparent or contributing causes to many of the fire service’s undesired events or incidents. Think about the definitions; think about how they apply to you, your personel, your company or your operations; past, present or future. More importantly, think about when and where you’ve found yourself doing any one of these….could the outcome have been different?

    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

    Worcester’s Legacies

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    Remembering the Worcester Cold Storage Warehouse Fire 12.03.99

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    WFD 12.03.99

    leadfire

     

    December 3, 2009 marks the 10th anniversary of the Worcester Cold Storage Warehouse fire that resulted in the line of duty death of six courages brother firefighters.

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

    Overview
    On Friday, December 3, 1999, at 1813 hours, the Worcester, Massachusetts Fire Department dis¬patched Box 1438 for 266 Franklin Street, the Worcester Cold Storage and Warehouse Co. A motor¬ist had spotted smoke coming from the roof while driving on an adjacent elevated highway. The original building was constructed in 1906, contained another 43,000 square feet. Both were 6 stories above grade. The building was known to be abandoned for over 10 years. Due to these and other factors, the responding District Chief ordered a second alarm within 4 minutes of the initial dispatch.

    The first alarm assignment brought 30 firefighters and officers and 7 pieces of apparatus to the scene. The second provided an additional 12 men and 3 trucks as well as a Deputy Chief. Firefighters encountered a light smoke condition throughout the warehouse, and crews found a large fire in the former office area of the second floor. An aggressive interior attack was started within the second floor and ventilation was conducted on the roof. There were no windows or other openings in the warehousing space above the second floor.

    Eleven minutes into the fire, the owner of the abutting Kenmore Diner advised fire operations of two homeless people who might be living in the warehouse. The rescue company, having divided into two crews, started a building search. Some 22 minutes later the rescue crew searching down from the roof became lost in the vast dark spaces of the fifth floor. They were running low on air and called for help. Interior conditions were deteriorating rapidly despite efforts to extinguish the blaze, and visibility was nearly lost on the upper floors.

    Investigators have placed these two firefighters over 150 feet from the only available exit.
    An extensive search was conducted by Worcester Fire crews through the third and fourth alarms. Suppression efforts continued to be ineffective against huge volumes of petroleum based materials, and ultimately two more crews became disoriented on the upper floors and were unable to escape. When the evacuation order was given one hour and forty-five minutes into the event, five firefighters and one officer were missing. None survived.

    A subsequent exterior attack was set up and lasted for over 20 hours utilizing aerial pieces and del¬uge guns from Worcester and neighboring departments. Task force groups from across the State of Massachusetts responded to initial suppression and subsequent recovery efforts. During this time, the four upper floors collapsed onto the second which became known as “the deck”. Over 6 million gallons of water were used during the suppression efforts.

    According to NFPA records, this is the first loss of six firefighters in a structure fire where neither building collapse nor an explosion was a contributing factor to the fatalities. (Excerpt from USFA report )

    Take a moment to reflect on the events of December 3, 1999 and what they may mean to you. Consider your knowledge and understanding of buildings and structures within your district and surrounding response areas. Remember; “Building Knowledge = Firefighter Safety”. For those of you who do not know about this incident, attached is the USFA Incident Report that provides insights into the event and the lessons learned. Also check out the NIOSH Report and numerous archived articles on the web and within various journals.

    Take at look at The Worcester Telegram & Gazette which has an archived webpage; http://www.telegram.com/static/fire/video.html

    HERE ARE THE LESSONS LEARNED FROM THE 1999 USFA REPORT

    1. Abandoned buildings remain a serious threat to the fire service and a danger to the communities in which they stand.
    Fire departments have long recognized the danger of abandoned buildings in their communities, and fires in these structures have to be approached with a certain amount of caution and restraint. If questionable structural integrity, unknown hazardous materials, unusual dangers to firefighters, or other extreme risks exist, the buildings should not be entered. It is paramount that the fire service apply tactical risk assessment in its daily operations.

    Because of the building design, the fire’s magnitude and location could not be ascertained from the exterior, and the Incident Commander had to assess the risks of sending in teams to evaluate the fire and sending in firefighters for suppression. Initial interior reports did not indicate a serious threat to personnel, and operations were conducted accordingly. To assist arriving crews, a placard system should be instituted which clearly defines the risks at an abandoned building. Subsequent to the fire, Worcester Fire put such a system in place. The process has an added benefit of placing firefighters and/or inspectors on locations which might be at risk and where prefire planning should be initiated.

    Risks are not limited to the fire service. Homeless people and drug addicts have been known to inhabit such buildings out of necessity. Ordinary citizens can be impacted by increased crime, and these properties can become a very dangerous playground for inquisitive children. Efforts should be made to renovate or demolish such places even if public funding is not required.

    2. Firefighters must make a concerted effort to know the buildings in their response districts.
    Commercial buildings, by their very nature, pose additional dangers to firefighters, and their familiarity with any given fire building will help to lower these dangers. Company tours are an excellent way to accomplish this goal, and can serve to strengthen the bonds between firefighters and business owners. Such efforts must be conducted with sensitivity, and observed conditions or problems within a business should be conveyed in a helpful rather than confrontational manner.

    3. Fire prevention efforts should be maximized in abandoned and temporarily vacated building to avoid fires in the first place.
    Even temporarily vacated properties can be at risk if utilities like water for a sprinkler system or electricity for an alarm system are disconnected. Although service cessation often occurs when properties are the subject of financial problems it may also take place at the end of a lease or during the sale or renovation of a commercial building. Every effort should be made to forward change of occupancy or use information to first response stations.

    4. Fire departments should continue to grown their file information on buildings in their communities.
    Through the use of mobile computer systems, much information can be forwarded to responding companies and Incident Command during an emergency. Data could include floor plans, occupancies, hazardous materials, water supplies, special hazards, and much more. A system of this type would certainly not be limited to abandoned buildings, but it could be invaluable at such a scene since the probability of an owner showing up is unlikely.

    Although this is laborious process, it may also be a valid use of on duty personnel who can gather information during regular shift time and either forward it to fire prevention or enter it themselves on provided computer terminals. Data could be gathered during in-service inspections and tours.

    5. Delayed reporting allowed the fire growth to exceed the capabilities of aggressive interior attack suppression.
    The exact time of ignition remains an unknown, but it has been established that the fire was burning for a minimum of 25 minutes before smoke was observed venting from the roof. It could have been burning for over an hour and a half. The huge volume of air in the warehouse could supports a large fire without any additional air from the outside.

    Because flames weren’t visible from the exterior, passers-by did not recognize the presence of the fire, and it wasn’t discovered until smoke vented from the roof. Even that was apparently not enough to motivate the hundred of average citizens driving on I-290 that evening to call 9-1-1.

    The trained eyes of public safety professionals were needed to separate this from “the ordinary” and then react appropriately. By this time, however, most of the second floor of B-building was burning, and few barriers were present to prevent further growth.

    The initial report from Ladder 1 on the second floor describes a “room full of fire” in B-building beyond the door in the party wall. This location is some 30 feet from the room or origin, so a one room fire had enough time to engulf the entire floor. A sustained flow of 1000 GPM for 20 minutes had virtually no effect on the fire, and conditions deteriorated around attack crews.

    6. Combustible interior finishes contributed to the rapid fire spread.
    The concept of having 18 inches of combustible materials on the inside of all exterior walls of a building is almost unthinkable to firefighters. The original cork insulation which appears to have been attached with a tar-like substance provided a large volume of fuel, and additional layers of polystyrene and polyurethane with there ferocious burn characteristics gave this fire enormous intensity.

    The area of origin was office space converted from a cold storage area. Under its original design and intent, insulation would only have been placed on exterior walls since the third floor was also cooled. Large amounts of insulation were put into place during the transition and would have included heavy insulation above the suspended ceiling on the underside of the third floor deck. An easily applied insulation would have been sprayed-on polyurethane foam which would have adhered to the wood joists and girders. Once the ceiling tiles were in place, it would not be noticed. The southern wall of the office space would have also required substantial insulation to keep out the cold and to retain the forced hot water heat from the radiators.

    The fire fed on ordinary combustibles during its initial growth, but once the ceiling tiles were breached, flame contacted combustible wire insulation and ceiling insulation. The stubborn flames observed by fire crews and the smoke conditions described on upper floors are consistent with the sustained burning of petroleum based products including rigid polystyrene, polyurethane, tar, and glass board.

    Proper permitting and on going inspections for construction changes within business occupan¬cies can help reduce non-complaint interior finishes.

    7. The fire service should initiate life safety activities early on at a fire scene.
    The concept of a Rapid Intervention Team was known to the Worcester Fire Department and was being implemented before the Worcester Cold Storage Fire, but it was not put into place until the 5th alarm on December 3rd. Firefighters had entered an unknown structure over one hour before the team was assigned. It is now standard procedure in Worcester to assign a RIT at the onset of each structure fire attack.

    The first radio transmission by the Safety Officer was 10 minutes after the RIT was assigned. For control and monitoring of personnel, structural integrity, and other safety concerns, this position should also be filled early on. In an ideal fire scene, the Safety Officer and RIT would be in place before the first firefighters enter the building. Command should strive to have these jobs filled as early as possible even if doing so escalates the event to a higher alarm level to provide sufficient personnel. A system of personnel accountability should be in place. Someone should be tracking who enters the building, the time of entry, and time of exit. Firefighters who are nearing expected times of air exhaustion could then be contacted to ascertain their safety. The establishment of a Safety Officer at the onset of an event can work towards the goal of accountability. The Safety Officer need not be a department officer but could be a chief’s aide or available firefighter familiar with the duties and responsibilities of the assignment.

    8. Large buildings such as warehouses and highrise merit unique search techniques and tools.

    While the standard air bottle for SCBA has a 30 minute capacity, it might be necessary to have available 60 minute bottles for extended search situations and/ or RIT use. Some fire depart¬ments have obtained 60 minute systems for use in confined space rescues or other unusually long events. The 30 minute system has remained the norm in recent years as the necessity of Rehab time has gained prominence, and it would not be advisable to use longer air supplies on a regular basis.

    In high rise incidents, it is common practice to carry in extra SCBA bottles. The same can be done in large space searches. Development of equipment and techniques to change bottles in a hot environment would give extra range to rescuers, and it could prolong their survival should their own rescue be required.

    Long lifelines should be maintained for entry crews in these types of structures as well as marking devises for the interior. These devices include luminescent stickers to show direction, labels to signify searched areas, and other commercially available products. Their effectiveness, how¬ever, depends on their use. And the fire service should incorporate these procedures into more common firegrounds, such as single family houses. The time to try out a new technique is not during a major fire scene.

    For searches involving extended distances, it might be helpful to position secondary search teams part way into a search area. They can wait in reserve in case they are needed, and they can serve as a rescue team for civilians or firefighters.

    Finally, all firefighters who enter a structure must be wearing an SCBA. Worcester Fire has such a policy. Although the facemask and air may not be needed, it must be available. This includes chief officers, aides, and ladder personnel. Even firefighters who are outside structure like apparatus drivers should have SCBA protection available in case of wind shifts or air born particles and debris. With the preponderance of hazardous materials in businesses and residences, SCBA’s use is an essential.

    9. Techniques must be improved to better track the movements of firefighters within a structure.
    Under current technology limitations, Incident Command is essentially limited voice communication/radio to track the movements of firefighters once they enter a building and disappear from sight. IC normally knows where a crew entered and possibly what their destination is, but without good radio reports, the exact movements and locations of crews are uncertain at best.
    Rescue 1’s crew and Engine 3’s Lieutenant both had difficulty communicating their positions which complicated and delayed rescue attempts. Crews continued to search multiple floors in the warehouse because of this uncertainty tying up precious personnel resources and adding more congestion to Stairway 3.

    Despite all lost firefighters wearing integral PASS alarms on their SCBA’s, no surviving firefighters recalled hearing them at any time. The building insulation may have absorbed much of their sound, and the ever present background noise of the fire scene itself may have obscured the rest.

    10. Radio channels are often overloaded at multiple alarm fires, and alternatives must be explored.
    The 800 Mhz trunked radio system used by the Worcester Fire Department had several major failures during this event. Mechanical failure of individual units occurred when the “emergency alert” button on the hand microphone shorted out on contact with water. Fire Alarm repeatedly ordered individual radio operators to shut down, and this took precious air time during an escalating multiple alarm event. In some cases the microphones were detached in the field at which time they functioned normally. Microphones without the alert button were placed on all radios after the conclusion of this fire. During interior operations, there were 1,000 “push-to-talks” registered for the Operations A talk group, the assigned fireground channel.

    Like many progressive fire departments, Worcester has taken steps to insure that all crews enter¬ing a fire building have radio communications. A typical piece of apparatus carries one portable for the officer and one for a second firefighting crew. All members of the Rescue Company carry portables. Having multiple radios is good for safety, but their use requires significant training and discipline. It is all too easy to clog up the air with nonessential transmissions.

    In some events it may even be necessary to use more than one radio and frequency to properly manage the incident. This would require someone to assist the Incident Commander and keep communications in order. If nothing else, a fireground frequency must be adopted by Command and all working units. One possible way to limit talk time would be to have a staging officer communicate with, and pass along assignments to incoming companies on a frequency other than those used for dispatch and fireground command. Once an assignment was initiated, the company would switch over to the fire- ground channel.

    Departments must also choose their radio equipment carefully. The band used must be the best for the standard physical environment in which operations are conducted. Urban departments working inside cement buildings have requirements that contrast greatly with a rural department operating over long geographical distances. If transmission quality continues to suffer, the use of mobile repeaters or other devices might need to be explored.

    11. The use of Thermal Imaging Cameras should be further developed.
    The Thermal Imaging Camera has become a useful rescue and investigative tool for the fire ser¬vice over the past six years. Although early models had some operational problems, the latest versions are reliable and offer more options such as transmission capabilities. It is a device that belongs in every fire department, but its high cost has prevented the purchase by many agencies. Sales volume will hopefully bring down the price of this beneficial tool.

    The camera used at the Worcester fire failed to operate properly, and the manufacturer attributed the problem to thermal overload. This was an early model, and the rescue crew using it was nearly prevented from entering the warehouse by the high heat. Their attempt to enter was one of the last, and no other crews made significant interior progress.

    Under this high heat, the effectiveness of the device is questionable. Thermal imaging devices work well in cooler environments where the body temperature of a victim is higher than the surrounding air or a hot spot within a wall is warmer than the abutting construction. At high heat levels, these cameras will often “white out” because everything in its view is hot enough to affect the imager. If a victim was down in elevated heat, he would absorb the thermal energy of his environment. The turnout gear, for instance, would get hotter and the camera would not be able to differentiate between it and its surrounds. The survivability of a person in high heat for an extended time is negligible.

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

    ensure that inspections of vacant buildings and pre-fire planning are conducted which cover all potential hazards, structural building materials (type and age), and renovations that may be encountered during a fire, so that the Incident Commander will have the necessary structural information to make informed decisions and implement an appropriate plan of attack

    ensure that the incident command system is fully implemented at the fire scene

    ensure that a separate Incident Safety Officer, independent from the Incident Commander, is appointed when activities, size of fire, or need occurs, such as during multiple alarm fires, or responds automatically to pre-designated fires

    ensure that standard operating procedures (SOPs) and equipment are adequate and sufficient to support the volume of radio traffic at multiple-alarm fires

    ensure that Incident Command always maintains close accountability for all personnel at the fire scene

    use guide ropes/tag lines securely attached to permanent objects at entry portals and place high-intensity floodlights at entry portals to assist lost or disoriented fire fighters in emergency escape

    ensure that a Rapid Intervention Team is established and in position upon their arrival at the fire scene

    implement an overall health and safety program such as the one recommended in NFPA 1500, Standard on Fire Department Occupational Safety and Health Program

    consider using a marking system when conducting searches

    identify dangerous vacant buildings by affixing warning placards to entrance doorways or other openings where fire fighters may enter

    ensure that officers enforce and fire fighters follow the mandatory mask rule per administrative guidelines established by the department

    explore the use of thermal imaging cameras to locate lost or downed fire fighters and civilians in fire environments

    In addition,
    manufacturers and research organizations should conduct research into refining existing and developing new technology to track the movement of fire fighters on the fireground.

    http://www.cdc.gov/niosh/fire/reports/face9947.html

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