Building Construction: Know Your Enemy

In the fire service, one principle remains constant: to defeat the enemy, you must first understand it. While fire is often viewed as the enemy, the reality is that firefighters are frequently battling the interaction between fire and the building itself. The structure determines how fire spreads, where it hides, how long it burns, and ultimately how and when collapse may occur.

 

A successful firefighter must possess more than a basic understanding of the five traditional types of building construction—and the increasingly recognized sixth type, hybrid construction. The true challenge is identifying the construction type during an incident and understanding how that building will behave under fire conditions. Building construction knowledge is one of the most important tools firefighters carry to the fireground.

 

Type I: Fire-Resistive Construction

 

Type I construction is designed to resist fire spread for extended periods of time. Commonly found in high-rise buildings, hospitals, and large commercial occupancies, these structures are built using noncombustible materials such as reinforced concrete and protected steel.

The structural steel in these buildings is typically encased in concrete or covered by fire-resistant materials. This protective layer delays heat transfer to the steel, helping maintain structural integrity during a fire.

 

While Type I buildings are highly resistant to fire spread, they present unique challenges. Fire often remains confined to compartments, causing significant heat buildup. In these structures, heat can become a greater enemy than flame. High temperatures may accumulate within rooms and hallways, creating dangerous conditions for both occupants and firefighters.

Large open-floor designs, common in modern office buildings and commercial occupancies, introduce another concern. Without compartmentation, fire can spread rapidly across vast floor areas. Firefighters operating in these environments should consider hose streams capable of reaching long distances and delivering sufficient water volume.

Search operations can also be difficult due to the size and layout of these structures. Search ropes may be necessary to maintain orientation and improve efficiency. Ventilation options are often limited because many windows are sealed shut. Firefighters may need to rely on roof openings, bulkheads, skylights, or mechanical ventilation systems to relieve heat and smoke.

Although Type I buildings generally provide greater collapse resistance, firefighters should never become complacent. Extended fire exposure and extreme heat can still compromise structural components.

 

Type II: Noncombustible Construction

 

Type II construction consists of noncombustible materials such as steel and concrete, but unlike Type I construction, the structural steel lacks fire-resistant protection. The steel is exposed directly to heat and flame.

 

Many warehouses, industrial buildings, shopping centers, and large commercial occupancies fall into this category.

 

The greatest concern in Type II buildings is the vulnerability of exposed steel. Steel loses strength as temperatures rise. During a significant fire, lightweight steel trusses, beams, and bar joists can weaken rapidly and fail with little warning.

 

As steel expands under heat, it can push outward on walls and supporting members. Roof systems may collapse inward, while exterior walls may be forced outward. These failures create significant hazards for interior crews and personnel operating around the building perimeter.

Another major concern is the steel deck roof assembly commonly found in these structures. These roofs typically consist of steel decking covered with layers of asphalt, insulation, and waterproofing materials. Under fire conditions, these materials contribute substantial heat and smoke production.

 

As roofing asphalt liquefies, it may drip into the building below, creating secondary fires and increasing the complexity of suppression efforts. Firefighters should be aware of changing fire conditions above their heads and understand that roof systems can deteriorate quickly.

When operating in Type II construction, early recognition of fire involvement in structural steel and roof assemblies is critical. Aggressive interior operations must be balanced against the increasing collapse risk.

 

Type III: Ordinary Construction

 

Type III construction, commonly known as ordinary construction or “brick and joist” construction, features noncombustible exterior walls made of brick, block, or masonry, with combustible interior structural members made primarily of wood.

These buildings are commonly found in downtown business districts, mixed-use occupancies,

and older commercial neighborhoods.

 

One of the greatest challenges associated with Type III construction is the number of alterations performed throughout the building’s lifespan. Occupancy changes often result in renovations that create hidden hazards for firefighters.

 

Drop ceilings, partition walls, utility chases, and concealed spaces can all create pathways for fire extension. These modifications generate void spaces where fire can travel undetected above firefighters’ heads and behind walls.

 

As a result, crews must conduct thorough inspections and extensive opening-up operations. Locating and extinguishing hidden fire often requires pulling ceilings, opening walls, and checking void spaces beyond the visible fire area. These concealed spaces can also create conditions favorable for backdrafts and rapid fire development due to trapped heat and smoke.

Another hallmark feature of many Type III buildings is the parapet wall. Parapets extend above the roofline and are common on commercial storefronts. While they provide weather protection and architectural appeal, they also present significant collapse hazards.

 

Parapet walls may be weakened by age, weathering, lack of maintenance, or fire exposure. Many are supported by steel beams running the length of the building. When these beams are exposed to heat, expansion can compromise the stability of the wall.

Parapets may fail as a single section or crumble in pieces, creating deadly collapse zones along the front and sides of the structure. Added signage and decorative facades often increase the weight and instability of these walls.

 

Firefighters operating around Type III buildings must remain alert to hidden fire spread, void spaces, and the potential for parapet collapse throughout the incident.

 

Type IV: Heavy Timber Construction

 

Type IV construction, commonly referred to as heavy timber or mill construction, utilizes large wooden structural members throughout the building. Exterior walls are generally masonry, while the interior consists of massive timber columns, beams, and floor assemblies.

Historically used in factories, warehouses, and mills, these buildings often feature timber components much larger than those found in conventional wood-frame construction.

One advantage of heavy timber construction is its initial resistance to fire. Large timber members do not ignite as quickly as lightweight lumber. Instead, they develop a char layer on the surface that temporarily protects the core of the wood.

This characteristic can slow fire spread during the early stages of an incident.

However, once heavy timber becomes fully involved, the fire can become extremely difficult to control. The large volume of combustible material produces tremendous heat and sustained fire conditions.

 

Many older heavy timber buildings contain additional fuel loads such as wooden floors treated with oils, cork insulation, stored products, machinery, and combustible contents. These factors can contribute to prolonged fire events and rapid fire growth.

Because of their size and construction, heavy timber buildings may experience significant collapse hazards during advanced fire conditions. Large structural members can fail unexpectedly after extended burning.

 

Firefighters should establish collapse zones around all sides of heavily involved structures and remain aware of the potential for secondary collapses as suppression operations continue.

 

Type V: Wood-Frame Construction

 

Type V construction is the most common type of building construction encountered by firefighters today. These structures are built primarily from wood and are found in residential neighborhoods, apartment complexes, and many commercial occupancies.

Because wood is combustible, Type V buildings account for a significant percentage of structural fires.

 

Three primary framing methods are associated with wood-frame construction.

 

Braced Frame Construction

 

Braced frame, or post-and-beam construction, utilizes large vertical posts connected by horizontal beams. These connections often use mortise-and-tenon joints.

While generally stronger than balloon-frame construction, these connection points become areas of concern when subjected to age, weathering, or fire damage. Failure of critical joints can lead to localized or total structural collapse.

 

Balloon Frame Construction

 

Balloon-frame construction features continuous wall studs extending from the foundation to the roof. Floor systems are attached to these vertical members rather than interrupting them.

The continuous wall cavities create natural channels for vertical fire spread. Fire originating in a basement can rapidly extend upward through concealed spaces and emerge on upper floors or in attic areas.

This hidden fire travel presents significant challenges during suppression and search operations. Firefighters must remain aware that visible fire conditions may not accurately represent the extent of fire spread within the structure.

 

Platform Frame Construction

 

Platform framing is the most common residential construction method used today. Each floor is built independently, creating horizontal barriers that limit vertical fire spread compared to balloon-frame construction.

 

While platform framing improves compartmentation, it does not eliminate fire spread. Modern homes often contain engineered lumber, lightweight trusses, and open floor plans that can accelerate fire growth and increase collapse potential.

 

A common concern in many wood-frame structures is the open interior stairwell. These stairways function like chimneys, allowing heat, smoke, and fire to spread rapidly to upper levels.

 

Because the structural components are relatively small dimensional lumber, prolonged fire exposure can quickly weaken floor and roof systems. Collapse potential increases dramatically as fire extends into structural voids and concealed spaces.

 

Type VI: Hybrid Construction

 

Modern building construction continues to evolve. Hybrid construction refers to buildings that combine elements from multiple construction types or incorporate lightweight engineered components into traditional structures.

 

Examples include renovations that add lightweight truss systems to existing buildings or structures built entirely with engineered wood products and lightweight materials.

The challenge with hybrid construction is that appearances can be deceiving. A building that appears to be ordinary, heavy timber, or noncombustible construction from the exterior may contain lightweight structural systems hidden within walls, ceilings, or roof assemblies.

These engineered components often fail more rapidly under fire conditions than traditional construction materials.

 

As a result, firefighters must constantly evaluate buildings for signs of renovations, additions, and structural modifications. Construction features visible from the exterior may not accurately represent the hazards present inside. Many jurisdictions now require placards identifying lightweight truss construction, roof assemblies, floor systems, or rooftop solar installations. Symbols such as “R,” “F,” or “R/F” may indicate truss construction in the roof, floor, or both. Additional markings may identify photovoltaic (solar) systems. These indicators provide valuable information during size-up and should influence operational decision-making.

 

 

Building construction knowledge remains one of the most critical components of firefighter survival and fireground success. Understanding the six construction types provides firefighters with the ability to predict fire behavior, identify collapse potential, anticipate hidden hazards, and make sound tactical decisions.

 

Every structure tells a story. The ability to read that story before and during an incident can determine the difference between a successful operation and a catastrophic outcome.

The fire does not care about our experience, rank, or assignment. It reacts to the building in which it burns. The firefighter who understands how buildings are constructed and how they fail under fire conditions will always have a tactical advantage.

 

Know your enemy. Study building construction. Train relentlessly. Lives depend on it.

 

Until next time, work hard, stay safe & live inspired.

Reading the Roof: Heavy Timber Truss Systems in Modern Commercial Spaces

Walk into many modern restaurants, breweries, and renovated commercial buildings today and you’ll see a familiar look, exposed wood beams, high ceilings, and a clean “rustic-industrial” aesthetic.

What you’re actually looking at isn’t just design. It’s a structural system that directly impacts fire behavior, collapse potential, and tactical decision-making. Understanding it matters.

What You’re Looking At

The structure shown here is a heavy timber truss system with purlins. Unlike conventional residential construction where lightweight engineered trusses are spaced tightly together.

This system uses:

• Large, solid wood trusses spaced farther apart

• Horizontal members (purlins) spanning between them

• Roof panels or decking sitting on top of that system

This creates wide, open interior spaces with fewer vertical supports.

From the floor, you’ll see:

• Thick, dark wood beams forming the roof slope

• Cross members tying the structure together

• Smaller horizontal lines running across the ceiling (purlins)

• Flat roof panels above

How the Load Is Carried

Understanding the load path is key to understanding collapse risk:

1. Roof panels collect the load (snow, wind, fire weakening)

2. Load transfers to the purlins

3. Purlins transfer load to the main timber trusses

4. Trusses carry it to the exterior walls or columns

Failure at any point in this chain can compromise the entire system.

Why Firefighters Need to Pay Attention

At first glance, heavy timber can seem like the “good guy” compared to lightweight construction—and in some ways, it is.

The Advantages

• Large wood members char slowly, maintaining structural integrity longer

• Less prone to early, catastrophic collapse than lightweight truss systems

• Provides a more predictable burn profile

The Risks

• Connection points (metal brackets, bolts, plates) can fail early under heat

• Purlins create additional load transfer points—more pieces that can fail

• Roof systems often include insulated panels or void spaces, allowing hidden fire spread

• Open layouts mean collapse affects large areas at once

Tactical Considerations

When operating in buildings with this type of construction:

1. Look Up Early - Preplan

Identify:

• Truss spacing

• Presence of purlins

• Roof panel type

This tells you how the building is put together and how it may come apart.

2. Watch the Connections

Heavy timber rarely fails first—the connections do.

Be alert for:

• Sagging at joints

• Separating members

• Audible cracking beyond normal fire noise

3. Consider Fire Above the Ceiling

Even if fire appears contained:

• Insulated roof panels can trap and spread heat

• Fire can run laterally across the roof system before showing

Pulling ceiling early in the right location can change the outcome.

4. Respect the Collapse Footprint

These systems span wide areas.

If failure occurs:

• It won’t be localized like a single joist

• It can bring down large sections of roof at once

Establish and enforce collapse zones accordingly.

Not all trusses are created equal.

Heavy timber truss systems offer more time, but not unlimited time. They demand disciplined size-up, awareness of connection failure, and respect for the large spans they support.

The next time you step into a building with exposed beams and a clean architectural finish, remember one thing. It’s not just design, it’s your structural profile.

Until next time, work hard, stay safe & live inspired.

Eaves & Soffits Under Fire Conditions: Technical Considerations for Fireground Size-Up and Suppression

As firefighters, understanding eaves and soffits is critical for both structural collapse risks, fire spread and ventilation tactics. An area that could sometimes be overlooked by many firefighters starting out, these areas of building construction are incredibly important for the overall success of the incident. In addition, understanding these areas greatly assist in sound fireground size-up for developing the strategies and tactics for overall fireground success.

Eaves and soffits represent critical points in residential and lightweight construction where fire extension into the attic or cockloft can occur rapidly. By definition, eaves refer to the overhanging edges of a roof that extend beyond the exterior wall of a building. They serve both functional purposes (provide shade and rain protection) along with aesthetic purposes (design of the structure). During size-up, firefighters should evaluate these components for signs of heat, smoke, and flame impingement, as they can indicate hidden fire travel and threaten roof system integrity.

Soffits often fail early under fire conditions due to lightweight materials, ventilation openings, and limited fire resistance. In construction, soffits refer to a horizontal or slightly angled surface thar covers the underside of building components, such as eaves, arches, or balconies. They serve as both functional and aesthetic purposes on the building. When exposed to exterior flame spread such as from a porch fire, vehicle fire, or exterior siding involvement due to brush fires, heat can enter the attic void through these openings. Once fire breaches this space, it establishes a high-energy environment that can lead to rapid structural degradation, increased collapse potential, and accelerated horizontal fire spread.

From a suppression perspective, monitoring eaves and soffits is essential for controlling vertical extension. Crews should be prepared to cool exposed eaves, remove compromised soffit material for inspection, and deploy attic lines or piercing nozzles when necessary. Thermal imaging cameras (TICs) should be used to assess heat signatures along eaves but should not replace physical inspection due to insulation and ventilation baffles potentially masking fire conditions.

Command should anticipate that soffit failure may precede roof instability and communicate hazards to interior crews. Coordinated fire attack should ensure interior advancement aligns with exterior cooling efforts as it is critical to prevent fire from spreading into void spaces. Early identification and control of fire extension at eaves and soffits can preserve roof integrity, improve firefighter safety, and contain fire spread more effectively.

Eaves and soffits play a far greater role in fireground outcomes than many firefighters initially realize. Their construction, materials, and vulnerability under heat make them key indicators of hidden fire travel, structural instability, and rapid attic involvement. By integrating a thorough assessment of these components into size-up, coordinating suppression tactics to control vertical extension, and maintaining strong communication between interior and exterior crews, firefighters can significantly reduce risk and improve operational effectiveness. Mastering the behavior of eaves and soffits under fire conditions ultimately enhances firefighter safety and supports more efficient, informed, and decisive fireground operations.

Until next time, work hard, stay safe & live inspired.

Firefighter Roof Operations Involving Air Handling Units

Many commercial roofs have air handling units (AHUs) located on them, which can complicate firefighter roof operations due to their operation and weight. Understanding AHUs and planning accordingly may be critical for safe and effective operations.

What is an AHU?

Every building requires mechanical (HVAC) systems to be habitable. Depending on a building’s occupancy, mechanical systems serve different functions. They keep the occupants of buildings comfortable and can provide environmental protection from a process or transfer of heat.

AHUs are part of the mechanical system of a building. Their function is to heat, cool, filter, and humidify the air and then distribute that air throughout the building. They come in many different shapes and configurations, from large custom units to small “packaged” type units. Being able to recognize them and understand their operation can be important for firefighter operations.

Pre-Incident Planning

Firefighters can use satellite imagery and building plans to identify AHU locations. At the very least, this technique can be used to determine rooftops that are worth investigating to gather intel on the equipment on the roof. Coordinating with code enforcement for obtaining plans and construction updates can also be beneficial. In addition to AHU locations, firefighters should know roof access points, utility shut-offs, and structural high weight load areas. If you notice new rooftop equipment being installed, try to confirm that the work is being done with the proper engineering and permitting.

Initial Size-Up

Upon arrival at a scene requiring roof operations where AHUs are present, the incident commander and roof team must conduct a comprehensive size-up to include the following:

• Determine fire location relative to AHUs

• Assess roof integrity, especially near heavy units

• Watch for smoke movement through penetrations or ductwork

• Check for energized equipment and potential utility leaks (gas, refrigerant, water)

Key Hazards

Roof operations near AHUs present a distinct set of hazards that require attention. Firefighters should consider the risks below during operations:

• Collapse risk from fire-weakened supports or ponding water

• Trip/fall hazards from cluttered, uneven surfaces

• Electrical shock from energized components

• Chemical exposure from damaged units

• Mechanical hazards from moving parts or residual heat

• Poor visibility due to smoke, weather, or night conditions

Tactical Objectives

Firefighter objectives during roof operations involving AHUs typically include:

• Ventilate effectively in coordination with interior crews

• Preventing fire spread through ductwork

• Shut down utilities if safe

• Protect adjacent AHUs and rooftop exposures

Operational Guidelines

During rooftop operations involving AHUs, crews should gain access to the roof using designated, predetermined access points, when available, and always don full PPE. Locations of AHUs, roof penetrations, disconnects, and visible hazards should be identified. If fire is threatening the AHU, secure the electrical disconnect and any fuel or refrigerant shut-offs if safe to do so. If the fire involves the AHU itself, be prepared for electrical arcing and pressurized leaks. Periodically reassess roof conditions for sagging, spalling, or moving near heavy units. Perform vertical ventilation at locations away from HVAC equipment, because this could spread fire to areas of the building that aren’t involved in the fire. Roof crews should maintain radio contact with interior and command teams to communicate ventilation openings and utility shut-offs with all crews. Be mindful of exit routes in case conditions deteriorate quickly. Assign someone to monitor fire conditions and/or structural stability deformities if possible.

Special Considerations

Special considerations for rooftop operations include several aspects. Lightweight roofs fail more quickly when exposed to fire. The presence of multiple pieces of equipment (AHU’s, fans, condensers, solar panels, etc) can hinder movement. Weather can increase slip hazards, and darkness can hide visible risks.

Training

Fire departments should incorporate AHU-specific roof operations into their ongoing training programs. Practice identifying AHUs and their associated hazards on actual rooftops, review procedures for isolating utilities, plan ventilation tactics, and discuss rescue operations for a firefighter who has become injured on the roof.

Conclusion

Roof operations involving AHUs can be challenging. Success depends on planning, scene assessment, execution, and training. By understanding the unique risks posed by AHUs and employing the right preparation and tactics, firefighters can operate safely and effectively in these complex environments.

The Importance of Locating Building Systems During the 360

Introduction

When firefighters arrive at the scene of a structure fire, their initial actions can determine the success of the entire incident. A critical step is conducting a “360-degree size-up”. Often noted as an issue in NIOSH reports for not being completed, it is a complete walk-around of the building to assess conditions on all sides. One task that should be completed during this procedure is the identification and understanding of building systems: utilities (gas, electric, water), fire protection systems, and HVAC equipment. Locating these systems can greatly impact safety, strategic decision-making, and operational effectiveness.

Understanding the 360 Size Up

The 360 is a fundamental practice in firefighting operations. Its purpose is to move beyond the limited perspective offered from the arrival side of the structure, allowing firefighters to observe crucial details that may influence tactics and safety. This process helps identify fire location and extension, building access and egress points, structural integrity, and occupants in need of rescue.

However, to maximize the value of a 360, firefighters must also seek out and identify building systems. These systems can present both hazards and resources, and the knowledge gained during this process may dictate the sequence and nature of tactical assignments.

Natural Gas Service

Locating Building Utilities

There may be lifesaving value in locating building utilities. Natural gas leaks or burning gas lines can cause catastrophic explosions or intensify a fire. Locating and shutting off the gas supply early could save lives and property. This applies to propane tanks in addition to natural gas. You may also notice a fill pipe indicating the presence of heating oil.

Electricity can energize metal components, elevator shafts, and standing water, presenting electrocution hazards. Knowing the location of the main electrical panel allows the building to be de-energized, reducing risks to both firefighters and occupants.[EH1] While isolating power can improve fireground safety, firefighters must proceed carefully when de-energizing systems due to potential arc flash risks and hazards from high voltages. In addition, emergency generators may continue powering the building, and unscheduled shutdowns can lead to equipment damage or product loss. Fire departments should have an SOP for safe power isolation or coordinate with facility staff to handle the process safely.

Natural Gas and Electric Meters

In some situations, it may be necessary to shut down or restore water flow to protect valuable infrastructure within the building.

Fast food restaurants often store liquid CO2 in cryogenic cylinders for carbonating fountain drinks, which present asphyxiation and thermal risks. Firefighters should know where these systems are and prepare pre-incident plans for their hazards.

Fire Protection and Suppression Systems

Many commercial, industrial, and multi-residential buildings are equipped with fire protection systems such as sprinklers, risers, standpipes, and fire alarm systems.

Fire Department Connection (FDC) and Fire Pump Test Header

Locating the fire department connection (FDC), sprinkler room, or standpipe risers is essential for supplementing water supply and controlling fire spread on upper floors or in remote areas.

Fire alarm panels can reveal the point of origin and current status of the fire alarm system, offering vital clues for search and attack crews.

Some buildings have chemical or gas-based suppression systems, which may require special handling or deactivation in the event of a fire. These systems may also be an indication of the presence of a specialty hazard or high value asset.

HVAC Systems

Heating, ventilation, and air conditioning (HVAC) systems can play a major role in fire behavior and occupant safety. Large HVAC units may contribute to fire spread, and their ductwork can channel smoke and heat throughout the building. Working with facilities personnel to control these units enables firefighters to control smoke movement and improve tenability for both rescuers and trapped occupants.

Large or multiple rooftop HVAC units can present a significant collapse hazard if the roof structure’s integrity has been compromised by fire exposure. It is essential that the presence and location of these units be promptly communicated to interior crews to ensure their safety and support effective incident management.

Energy Efficient Systems

Be observant for red labels or placards that indicate the presence of a solar energy system. Solar panels installed on rooftops may not be immediately visible if you are relatively close to a residential structure or if they are positioned on a flat-roofed commercial building. These systems can present significant hazards, including electrical shock, thermal risks, and potential structural concerns. Mitigation of these systems is a must.

Solar panels on roof of commercial building

Green roofs, characterized by vegetation covering the building's roof surface, present unique challenges for fire operations. These installations can contribute to elevated interior temperatures, pose potential collapse hazards, and complicate roof access and firefighting activities. Although explicit mitigation techniques are limited, it is essential for firefighters to be aware of the locations of green roof systems and to develop pre-incident plans that address the specific risks associated with these structures.

Green roof plantings noticeable at roof line

Incident Command and Tactical Decision-Making

The information gathered during a thorough 360 does not just benefit the first-in engine or truck company. It is central to the entire incident command system. Knowledge of building systems allows the incident commander to:

· Assign crews to secure utilities and building systems, eliminating or mitigating hazards.

· Develop safe points of entry and egress, accounting for building controls and barriers.

· Make informed decisions regarding ventilation, fire attack, and rescue priorities.

This intelligence is particularly vital in complex or unfamiliar buildings, where hidden hazards may not be apparent from the street.

Firefighter Safety

Firefighters can be injured (or worse) by electrical shock, gas explosions, or entrapment in buildings with unrecognized hazards. A disciplined approach to locating and controlling building systems during the 360 can dramatically reduce these risks. By proactively managing utility controls and system shutoffs, crews create a safer environment for themselves and the people they are protecting.

Planning and Training

While the 360 is an arrival assessment, its effectiveness is improved with pre-incident planning. Firefighters should be familiar with common utility and building system locations, especially in target hazards such as schools, hospitals, and industrial facilities. Training in understanding building plans, recognizing system components, and practicing system shutdowns makes the process quicker and more reliable under stress.

Conclusion

Locating building utilities during the 360 is an important step in fireground operations. It influences firefighter safety, operational effectiveness, and the ability to protect life and property. A culture of thorough, detail oriented size-ups - where building systems are included - ensures that firefighters are equipped to meet the complex challenges of today’s built environment. Every fireground victory begins with knowledge, and there is no more immediate or practical knowledge than knowing how a building works, inside and out.

Be Smart - Stay Safe!

Building Systems - You May Know More Than You Think

What do you know about building systems? You may not realize how much you do know. Often times, the systems located in our own homes are great examples for understanding what we may find in a commercial structure.

Residential HVAC Unit

The first picture shown is a typical residential HVAC unit. There's a fan at the bottom, a heating section above the fan, and a cooling section above that. The fan pushes the air through the supply duct and the air is heated or cooled as needed. The fan also draws return air back to the unit where it is filtered and sent back through the system.

Conceptually, this is not really different than a commercial HVAC unit. It's just a much smaller scale, but there will be differences. The unit orientation may be different. The unit may be located on a roof and draw in outside air. Heating and cooling can be accomplished with hot or chilled water instead of electric, natural gas, or refrigeration.

The main intent of HVAC systems is to provide comfort. They may also offer some type of "environmental protection" to occupants or to a process. For example, they may use air pressurization to keep contaminants out of a pharmaceutical manufacturing area or contain biologics in a laboratory. A properly engineered system can also provide protection to firefighters and building occupants by controlling airflow to contain fires and preventing the transmission of smoke containing harmful contaminants. What happens if the system is not engineered, installed, or maintained correctly? A system failure can make a bad situation worse and lead to inefficient use of time on the fireground.

Firefighters should be able to recognize these units and understand how they operate in the event they need to get control of them. In a light commercial structure, this may not be a complicated task. In a more complicated installation, this may not be easy. The units may not be as easy to gain control of and shutting them down could create other issues or concerns. In these situations it is good to have a strong working relationship with building personnel that can help firefighters get control of the equipment and the situation. The units may even be controlled to provide smoke removal in lieu using fans and openings in the buildings.

Air Handling Unit © Wikipedia

If you understand the system in your home you can relate it to a larger system. If you don't understand the system, ask your service technician to explain it to you the next time they come out to do preventative maintenance. For larger more elaborate systems, have a working relationship with the facility to be able to understand and operate these units. We all know that if you can control the air, you can control the fire. The HVAC system can be your control point so it's important for firefighters to understand how the system operates and how to gain control of it.

Be Smart - Stay Safe!







Corrugated Stainless Steel Tubing (CSST) - Know What You're Dealing With

Corrugated stainless steel tubing (CSST) is not a new product and has been installed in natural gas systems for quite some time. Although I have always been familiar with it, I've never specified it on project that I have designed. It's primarily used in residential construction and doesn't suit the commercial projects that I work on. I was not aware of any issues with this tubing from the engineering side and was surprised when I became aware of the hazards associated with CSST from the firefighting side.

Brothers Gone Too Soon

Sadly, I became aware of the issues with CSST following two LODD's. Both tragedies took place in a neighboring state and one of the lives lost was known by firefighters that I know from training and/or social media. If you are not familiar with the circumstances around their final calls, I encourage you to honor their memory by reading the reports and educating yourself. Their stories prompted me to do some research as a designer and as a firefighter. I was quite surprised at what I learned.

For those that are not familiar with CSST, it is a flexible, thin wall tubing used to distribute natural gas or propane typically in residential occupancies. Most people associate CSST with yellow, corrugated tubing because that is probably what is most commonly found. The shape and color of the tubing can vary based on the age of the tubing and whether it is meant for distribution or as an appliance connector. It is preferred because it typically results in less joints that can leak and is easier to install than more traditional steel piping. However, it can be damaged easier and is more susceptible to failure from contact with electricity which is a serious liability to firefighters.

Newer versions have a black coating and are provided with arc shielding. The coating does has a flame and smoke spread rating. Although the newest versions are ANSI and Lighting Code rated, there are concerns that the testing is not sufficient because the tested ratings do not reach a high enough current level to match what is experienced in common lighting strikes. This is what has caused the most recent LODD's.

It does seem to be relatively safe if it’s installed properly, but that's the problem. It's only as good as it was installed and it can be installed by the weekend warrior. There is a difference between distribution tubing and appliance connectors which may not be understood. They are not the same and not meant for the same application. There may be improvements to be made in its construction and some companies are proactive. Gastite has been improving its product over the years to make it safer and even tries to work with the fire service to make a safer product. 

The bottom line is that fire departments need to be educated. CSST is not flawless, but it's critical that the correct material is used and installed correctly. Some of the newer products are better, but still need to be improved. Firefighters need to beware of legacy installations as they will be less safe than newer installations and materials. Home owners should be encouraged to update older systems that aren’t as safe as newer systems. Local authorities having jurisdiction should mandate that installers submit certifications with permits to show that they are qualified to the latest standards and are installing the latest material technologies. Making sure that installations and the materials used are the best possible to ensure firefighter safety is crucial.

Resources

•Lightning Fire Research Google Form

•CSST Info



Be Smart - Stay Safe!

The Importance of the 360 Size-Up

The importance of performing a 360 size up makes a huge difference in the operation of a structure. Keep in mind size up can be performed by simply walking around your first due area and checking out new construction. Let’s look at some simple factors I came across in a new residential community.

Picture #1

  • Two story wood frame single family home

  • Appears it could be balloon frame (although weird for new construction)

  • Only one door is in plain sight

  • Bottom window of the 1/2 corner is a bit raised appearing there may be a basement level or storage area below

Picture #2

  • House is actually a three story residential

  • Basement is designed to be fully furnished

  • Basement level could possibly be used as an apartment (could cause a hazard if the stairway between the basement and first floor is illegally blocked for privacy)

  • Two additional means of egress located off the first floor balcony on the #2 side and the basement level door

  • From the rear it’s clear it’s not balloon frame

Again, just a few small factors to hit on. Do you notice anything else?

Window Bars & the Set of Irons

Mostly found in urban areas but not uncommon in suburban or rural areas are window bars. These bars are common to private dwellings and often found on basement and first floor windows for security reasons.  

These bars present a multitude of problems for firefighters responding to calls at these locations. 

1. Delay in access to inside the structure.

2. Difficult to perform VEIS (Vent. Enter. Isolate. Search) 

3. Reduces means of egress for firefighters and victim removal should a window need to be used. 

Window bars have the tendency to turn room and content fires into multiple alarm fires and have created havoc for access to victims or down firefighters for reasons mentioned above; so for that reason lets discuss how to remove them quickly and efficiently using the set of irons. 

On type 3 brick buildings the bars are held in by expandable anchors. Holes are first drilled into the brick and the anchors are used to hold the bars in place around the window.

For wood frame structures (type 5) lag screws are usually used to hold the bars in place. 

For either structure, use the set of irons (axe & halligan) and destroy the screws and anchors holding the bars in place by forcing them with the adz end of the halligan driving the halligan with the butt (non blade side) of the axe. 

Should the fastening points be unattainable, split the frame using the halligan and pry the gate from the opening using the fork side of the halligan. 

If the bars are set into the brick, mortar or concrete use a sledge or any type of mauling tool and smash the area encasing the bars into the wall and pry the bars away from the window. Should it be out of reach, hooks are another tool we can use for prying away as well.

Don't let obstacles get in the way of protecting life and property. This was a couple ways we can gain entry to a building should we only have hand tools available to us. Relying heavily on gas and hydraulic tools can be costly and some times cause more damage than it's worth. The more efficient we are using hand tools the quicker we can get to work and get the job done. 

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Until next time; work hard, stay safe and live inspired. 

About the Author

NICHOLAS J. HIGGINS is a firefighter with 15 years in the service all within departments in Piscataway, NJ. Nick has held the ranks of Lieutenant and Captain as well as being a township elected District Fire Commissioner for 1 term (3 years) in Piscataway, NJ. He is also a NJ State certified level 2 fire instructor. He holds a B.S. in Accounting from Kean University working in Corporate Taxation and is the founder/contributor of the Firehouse Tribune website.

Bulkhead Doors

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Some stairs in a bulkhead doors are sloped greater than normal sloped stairways thus causing increasing issues for crews to make entry due to its steeper incline should entry be warranted through such doors. On the other hand, these doors make great use for ventilation sources for below grade fires due to its easier and for the most part safer access when fighting below grade fires. They can be found in both resident and commercial structures.

Until next time; work hard, stay safe and live inspired. 

About the Author

NICHOLAS J. HIGGINS is a firefighter with 15 years in the service all within departments in Piscataway, NJ. Nick has held the ranks of Lieutenant and Captain as well as being a township elected District Fire Commissioner for 1 term (3 years) in Piscataway, NJ. He is also a NJ State certified level 2 fire instructor. He holds a B.S. in Accounting from Kean University working in Corporate Taxation and is the founder/contributor of the Firehouse Tribune website.

All About Truss, Part 2

In the first part of our mini blog series on truss, we spoke about the 2 basic types of roof truss; Pitched Chord Truss and Parallel Chord Truss. In this part, we will discuss a few other types of roof truss; King Post, Queen Post, Gambrel and Bowstring Truss. So let’s now talk about some truss.

King Post Truss

This is the simplest form of truss construction due to the minimal number of truss members in the system (individual lengths of either wood or metal). It consists of 2 diagonal members that meet at the apex (otherwise known as the peak, tip, or top) of the truss. One horizontal beam serves to tie the bottom end of the diagonal members together and the king post connects the apex the horizontal beam below. In roof truss construction the diagonal members are known as rafters and the horizontal members are known as a ceiling joist.

The king post truss system is limited to how far up it can extend (maximum of 30 feet) and is unsuitable for longer spans. If a larger system is in fact needed, additional diagonal members would be needed to make multiple truss systems. This system was often used in the Medieval, Gothic Revival and Queen Anne Architecture and was originated in the 13th century and commonly used in the 15th century. Today the king post truss system can be found in European churches, barns and bridges.

                                                                      King Post Truss

Queen Post Truss

The queen post is a tension member in a truss designed system to expand longer openings than a king post truss can. As we know a king post truss uses one central supporting post (king post), while the queen post truss uses two. Although it is a tension member and not a compression member, the posts are still commonly referred to as posts. The queen post truss system is used when a larger span is needed to be covered (30-45 feet and possibly up to 60 feet). This system transfers the weight load of the roof to the eave posts, which allow for a clean open space that requires no internal posts that could affect the design of the building. This type of system provides exceptional structural support and can be combined with other types of roof truss systems. 

Gambrel Truss

Gambrel Truss is one of the earliest types of roof construction in American architecture. The earliest documented use was in the 1600’s. Gambrel truss, often confused with Hipped Roof, is commonly referred to as “Dutch Colonial” giving the roof a barn like appearance and is often found in Colonial style architecture which makes frequent use of the Gambrel Truss system. This system is a symmetrical, doubled-sided roof with a double slope on each side. The lower slope is known as a steep and has an almost vertical angle. The Gambrel system allows for a maximum amount of storage space in the attic area and do not require interior walls or support posts. Most pitched roofs have sharply angled walls that make for much of the space unusable, except when using the Gambrel Truss system. This is due to the pitch break being in the Gambrel roof itself and allowing for more interior space to be used because of the slope of the ceiling. This allows for more space directly under the roof to be used as living space.

                                                                        Gambrel Truss

Bowstring Truss

The name of this system is directly related to the look of the truss system. The shape resembles an archery bow, thus how it gets its name. Bowstring Truss was first used for arched truss bridges, which is often confused as tied-arched bridges and are great for spanning large distances. There are many different variations in the arrangement of the members connecting the nodes of the upper arc with those of the lower chord. In some instances, the lower sections go up at a slightly steeper angle than the other sections of the truss, which allow for easier water run-off. In some cases, a roof may be built over the top of an already existing bowstring truss roof. If this has occurred, the ridge at the top of the roof may not have a ridge cap. A ridge cap normally runs along the length of the roof, covering the seam where the materials forming each side of the roof join at the very top of the roof. Since this system is arched, there is no point at the top where the two sets of roofing materials meet.

Bowstring truss was a very popular structural system in the early 20th century, especially in America. Today, large wooden bowstring truss systems are popping up all over. They are refurbished and left exposed as former industrial spaces are being reconstructed for other purposes. Because of this, it is allowing for new uses in the construction industry such as skylights being added to the roof between each truss system. Bowstring trusses are found almost everywhere today, from warehouses and bowling alleys to even coffee shops and modern offices but as in all truss systems, should one fail, they all fail.

In the next part of this series, we will discuss the dangers associated with truss construction on the fire ground.

Until next time; work hard, stay safe and live inspired.  

About the Author

NICHOLAS J. HIGGINS is a firefighter with 14 years of service all within departments in Piscataway, NJ. Nick has held the ranks of Lieutenant and Captain as well as being a township elected District Fire Commissioner for 1 term (3 years) in Piscataway, NJ. He is also a NJ State certified level 2 fire instructor. He holds a B.S. in Accounting from Kean University working in Corporate Taxation and is the founder/contributor of the Firehouse Tribune website.

All About Truss, Part 1

As we all know, building construction has changed drastically over the last 20-25 years especially with the evolution of the increasingly popular use of lightweight construction and its engineered structural components. The reason for its popularity is simple; the load carrying capacity increases in these structures and its cost efficient.

Originally in this post, I said this has changed over the last 20-25 but in reality the changes started to have an impact on the fire service around 50-65 years ago with the development of the first part of the structural component, floor and roof truss construction which were both and to an extent are today held together with glue.

So let’s start off with the basic types wood truss construction.

Trusses are easily identifiable by their triangular framework of multiple structural elements. This is what distinguishes them from other structural products. Due to their structural efficiency this element is a cost-effective solutions for many structures we see all over the world today (bridges & buildings). When talking about residential construction, wood truss held together but metal plates are the primary type used and are fabricated from 2x4 or 2x6 dimension lumber. Any trusses built from larger dimension lumber is usually found in custom built homes and due to the popularity of these type of homes today, this is fairly common in newer suburban developments.   

Roof Truss

In roof truss construction the three sides of the triangle are known as “chords” and the pieces connecting the top and bottom chords together are known as the “webs”. The “connectors” that join the chords and webs in the modern truss system together are usually done by metal-toothed plates and is most common in truss roof assembly. In truss roof assembly or otherwise known as pitch chord truss, the top chord is sloped and the bottom chord is typically horizontal because it will directly support the ceiling.

 

                                                                     Pitch Chord Truss

Another type of truss found in roof truss assembly is parallel chord truss but this is normally found to form floor assemblies. In this type of truss assembly, the top and bottom chords run parallel with the top chord in compression and the bottom chord in tension.

 

                                                                   Parallel Chord Truss

 In both parallel and pitched chord trusses metal tooth plate connectors (MPC) are used extensively to join the chords and webs together. These connectors are multi-tooth plated and are embedded into the wood fibers using a hydraulic press.

 

                                                                    Multi Tooth Plates

 So how do these trusses carry a load?

As we all know from high school geometry, a simple triangle is stable in nature and all 3 sides are equal. Meaning, any force applied to it will be transferred around all three sides with limited movement or change of shape. As previously mentioned, the top chord is in compression and the bottom is under tension when the system is under what is known as gravity loads (i.e. live loads). Live loads are not to be confused with the assembly itself.

Redistributing the load

The performance of wood truss construction, whether exposed to outside forces such as hurricanes, earthquakes or fire can be attributable to 2 factors.

Structural redundancy & load redistribution across the floor or roof

This is found within each truss. When one truss member fails, the load it is carrying will redistribute itself to the remaining truss members. Also, should one of the truss lose its strength or stiffness, the entire assembly – floor or roof – will redistribute the loads through sheathing and/or bracing to the adjacent trusses.

When a single member of a truss is cut, the structural integrity is in fact compromised. However, this alone will not normally cause a catastrophic collapse. In most cases the truss will still carry the most of the normal load that has been originally applied. The cut member of the truss however, will cause a glaring defect that will need inspection. When looking at a total collapse of the system, this is dependent on many factors. These factors will include the amount of the load, span of the truss, & roof and floor integrity all under fire conditions or not.

In the next part of this multi-part series, we will discuss other types of more advanced wood truss construction.

Until next time; work hard, stay safe and live inspired.  

About the Author

NICHOLAS J. HIGGINS is a firefighter with 14 years of service all within departments in Piscataway, NJ. Nick has held the ranks of Lieutenant and Captain as well as being a township elected District Fire Commissioner for 1 term (3 years) in Piscataway, NJ. He is also a NJ State certified level 2 fire instructor. He holds a B.S. in Accounting from Kean University working in Corporate Taxation and is the founder/contributor of the Firehouse Tribune website.