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Company Drill: Standpipe Operations

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This is a great drill from a great Brother and friend, Lance Peeples of the Webster Groves Fire Department in St. Louis County.  Look for more great material from Lance in the future.

 

 

Daily Drill 1: Standpipe Operations

 

“The Daily Drill” is designed to spark discussion about operational issues in YOUR fire department.  To do this we use photographs or videos depicting fire operations in other fire departments.  We do not know the exact circumstances in which our Brothers in these fire departments are operating.  Photos or videos are not intended to embarrass our BROTHERS and SISTERS but rather are intended to provide US with learning opportunities relevant to OUR specific operational framework.  DON’TFOCUSONWHAT THEY’RE DOING…FOCUS ON WHAT YOU WOULD DO!  Stay safe!

 

Watch the video below and answer the following questions:

 

 

1.  Using the National Fire Academy Fire Flow Formula, what gpm would be required to extinguish a completely involved 500 square foot apartment fire?

How large of an undivided floor area is often found in high rise office buildings and what fire flow would be required there?

 

2.  Under previous editions of NFPA 14 what was the minimum psi required to flow 500 gpm at the most remote riser?

 

3.  What is the target gpm you are attempting to flow from your standpipe hose and nozzle combination?  What psi must be available at the standpipe operation to supply that hose and nozzle combination in order to flow your desired attack flow?

 

4.  The operation depicted showed using 4” supply line into the fire department connection.  What is the working pressure limit of LDH used in your department?  What is the elevation head pressure in a 30 story building?  Are standpipe operations usually high flow or high pressure operations?  Is using large diameter hose in FD standpipe connections a good idea?

 

 

 

 

 

 

5.  What is the diameter of hose used in your standpipe pack?  Is it an automatic/constant flow fog/smooth bore tip?  What nozzle psi is required for its designed flow?

 

6.  Will rust, scale, and other debris commonly found in standpipe systems pass through an automatic fog nozzle?  Will rust, scale and other debris usually pass through an 1 1/8” smooth bore tip?

 

7.  Can fire department pumpers ALWAYS be used to increase available pressure on the fire floor?  What about damaged or missing FD connections?  Pressure reducing and restricting valves?  Missing piping or excessive head pressures?

 

8.  At the One Merdian fire in Philladelphia on February 23, 1991 what was the length, diameter, and nozzle type (including psi/flow requirements) of the standpipe kits used by the fire department?  Did this setup work?  Why or why not?

 

9.  What were the names of the Brothers that died at One Merdian that tragic day?

 

Storage in the Stairs

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We know the importance of inspections and identifying hazards in the buildings that we serve and respond to.  This is just a simple reminder of one hazard that depending on it's location in the building, can be missed.

Combustible storage under stairs or in the stairwell can cause some serious problems.  Even in sprinklered buildings this is a hazard.

The pictures you seeshows a pile of combustible storage in the stairwell and under the stairs in a hotel.  You can also see that this is in the means of egress area next to the exit door.

 

 

 

 

 

 

 

 

 

 

Smoke from a fire from these combustible materials can make the use of the stairwell almost impossible and access for firefighters difficult.  Occupants are expected to use the stairs during a fire and a large mass of people filling a smoke filled stairwell is disastrous.

This building also is equipped with standpipes in the stairwells, so making that connection would be difficult for fire crews trying to make the connection.

Keep an eye on your buildings and explain this situations to your crews to impress the importance of inspections and mitigating these hazards before they become problems.

Train hard and stay safe.

Jason

Type III Construction

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Lately we have been discussing different types of construction. So far we have covered the characterisitics of Type I and Type II construction.  This is some really basic rookie school stuff, but it is so important to be able to identify these different building charaecteristics. We know that fire behavior is directly linked to the type of construction and the fuels invovled.  It also plays a major role in determining our tactics as company officers and firefighters on the fireground.

So, a quick review of what we have covered so far:

Type I or Fire Resistive is protected, non-combustible construction. Typcially steel and concrete with it’s structural components protected with fire resistant materials to meet or exceed two hour fire ratings.

Type II or Non Combustible is just that, non combustible construction. It’s structural components are not protected by fire resistive materials, but can be sprinklered.  These too are usually built with steel and concrete, similar to Type I construction but without the fire resistant protection.

On to Type III construction.  Type III construction is also referred to as Ordinary construction and is very common in a great deal of our older downtown areas.  It is not limited to those areas but this was the primary method of building during the early and middle part of the 20th century.

This type of construction is identified by masonry or brick exterior walls with wood joists and interior structural components.  Type III construction is very rarely protected with sprinklers and they have concealed spaces.  These buildings in many communities have been remodeled and altered due to the age and use of the building, so concealed spaces are a real concern.

During a fire the interior structural components are attacked and failure of these components can cause an exterior wall to fail at the same time.  The joists, for example, will rest in the masonry or brick wall and may be used to support the exterior walls. When these joists fail or burn out, they can compromise the support of the exterior wall it is connected to.

Here are some pictures that show some Type III construction.

Take a look at your area and determine where your different types of construction are. Discuss and plan for fires at those buldings and how you would operate at each one.  What are some different challenges each pose for you as a firefighter or company officer operationally?

Train hard and remember, master the basics.

Type I Construction

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We hear it all of the time in the fire service and many of us agree; we don’t spend enough time training and learning building construction and fire behavior. So, in the spirit of practicing what I preach, here is a short lesson on Type I construction, or otherwise referred to Fire Resistive construction.

This first picture shows all non-combustible structural components of an addition to our local hospital. This is the basement, but the floor above is of similar design with interior wall studs of metal.

The floor above is concrete on metal decking, which you can see in this first picture.

You have a steel column, a steel beam with metal bar joists as the primary structural components with the exterior walls all of concrete.

As I mentioned before, the floor above is the same with the exception of the exterior walls being non-combustible metal stud walls.

Here is the same area from a different angle with a fire resistive coating sprayed on the structural members.

The data cable that you see is plenum rated and is for the computer and communications networking inside the facility.

In addition to the spray coating, the entire facility is fully sprinklered and has a monitored alarm.

The spray coating is designed to be applied to a specific thickness depending on the rating that is being achieved. Normally, and in this instance, a third party inspector is present to randomly inspect the thickness and provides a report to the building commissioner and the fire marshal.

What characteristics of this type of construction are important when sizing up a building like this?

What are some tactical importances in regards to operating at this building or one of Type I construction?

If you have any experiences or suggestions to add, please post them.

Stay safe and train hard,

Jason

What Hydrant?

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I enjoy looking for things like hydrant locations and building features whether I am on the job or just out and about. It really makes my wife nuts because I point out what exits we will be using if something happens and things like that.  She just doesn’t understand.

Hydrants are a real challenge sometimes.  People like to hide them like Easter eggs for the firefighters to find. But, instead of a bright, sunny morning to go hunting for these important pieces of our suppression puzzle, we get to hunt for them in dark, rain or snow driven nights being half awake.

These are just some examples of what property owners do with hydrants.  The one shown above is behind a large complex with an anchor store and many ancillary stores in a strip mall.  You cannot see this hydrant when you pull into the drive.  Notice the leaves are mostly gone and we still can’t see the plug.

This hydrant is the closest to a FDC on the same building.  I found this one while doing an inspection at the building next door.  I just happen to park where you see this vehicle and as I got out of the vehicle noticed the plug. You have to be looking just in the right place to find this one.

The really bad thing about this plug is that the most obvious hydrant is straight across a four lane road.  Odds are that is where the operator would take his line for his supply. In the middle of the night he is going to hit the closest, most visible hydrant.

We don’t only have hydrants that are hidden, but some get damaged and it is never reported or repaired.

It is fairly obvious that we would have a tough time turning this hydrant. We have to have the property owners make these repairs.

Accidents happen and hydrants are not typically an attractive addition to well manicured landscaping. However, we must be diligent to find and make sure corrections are made to keep these valuable resources accessible.

In my experiences, once explained to the property owner the importance of having the hydrant accessible, and the fact that it is a code violation, they are willing to fix the problem.  Some jurisdictions will trim brush and trees on their own; be careful doing that, unless there is a fire of course.

Do any of you have a policy on cleaning up around hidden hydrants?  Who paints them and what color scheme do you use?  Are they identified by size or gallons per minute?  Do you share that information with your mutual aid companies?

Take care and remember that we need to sweat some of this small stuff, it may be the difference between success and failure.

Train hard and stay safe.

What’s Behind the Rack?

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Can you identify the problem here?

During a recent visit to one of those large home improvement stores, I noticed this.

Although this is probably not that uncommon, it is something that could be very difficult to find out in a smokey envrionment.

This is another reason for getting familiar with your area and the buildings that you protect.

I was visiting as a patron, so I didn’t look around at the entire store, but I am sure there are other issues that I could have found.

Accessing this stand pipe is almost impossible and these systems aren’t always that reliable and shouldn’t be your sole suppression plan.  They don’t get maintained and are rarely, if ever flushed and tested.

A tight fit!

But, that doesn’t excuse the blocking of this protection system. One way to find these standpipes is to look for their risers. These stores will typically have two of these at each end of the store.

Notice the riser running behind the rack.?

Have a plan for these large area stores. Know the building and it’s systems so that you aren’t caught off guard.

Preplan these buildings. Know what line your going to pull before you arrive and know the different access points for entry. The front door may not be your best option.

Stay diligent and be safe.

Whole New Meaning to Modular

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I recently received an email with some pictures attached to it. The pictures were taken by Victor Dane, a firefighter in St. Louis County.  He took these pictures not far from where he works and has been kind enough to share.

As you can see, these are shipping/storage containers that are being stacked and pushed together to create a building.  Here is what Victor says about the containers and what they are being used for:

There was a Night Club called City Slickers.  It burned down and the owner wanted a building that would be fire proof and bullet proof.  These are whole cargo shipping containers.  There will be some rooms in these containers I was told. The builder told me building with these containers is very common in the South.  I need to get updated photos now.  The building now has siding all over it.  You can not tell it is a metal building.  I hope the local FD remembers this if it burns again.  The walls will be very difficult to breech.


As soon as I get updated photos I will pass them along.  We need to remember that with the economy and other factors, contractors and builders will cut corners however necessary to save a buck.  We need to also remember why it is so important to get out and know our area.

I post the importance of this frequently, but I just don’t think you can emphasize it enough.  You must know what is going on in your jurisdiction.

Make it interesting and stop at a building and put up your ladder just for practice. Sit and consider the obstacles or water supply issues with a certain area or complex.  Just get out and do it.

In addition to the fact that these may be being built with no code enforcement, what other tactical issues can you identify with this situation?

What will happen to the heat in this make shift building?

How will ventilation happen with the over roof?

There are a number of issues that must be identified and put into tactical considerations.  List your concerns and tactics for this building.

Learn Something

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I debated myself on whether I should post this video or not. I don’t like to be critical of fire departments and how they handled a call. I, and many others have made poor decisions on the fire ground over the years and we will likely make unintentional mistakes in the future. After all, we are human.

But, the more I thought about it the more I believe that there is just too much to learn from here. Notice the word learn? This video is being shared as a learning tool and to show how easy it is to fall into the trap of thinking it will never happen to me.  We have all been there and done that and this video will hopefully provide as a reminder of what we need to consider on the fire ground.

So, I ask you, what is to be learned here?  What lessons would you share with your crew and fellow firefighters?  Be constructive and not critical.  Remember, you never know when the camera will be on you and I know I am not perfect.

Let’s learn something that will keep us safe and make us better and thank the guy who filmed and posted the video for the experience.

Stay safe and be careful.

Standpipe or Not?

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Not typical for stairway standpipes

We were recently going through a large senior residential occupancy. This occupancy has 7 wings and several different stairwells.

Not all of the stairwells have standpipes in them.  Most were typical connections with a valve and 2 1/2 inch connection. As you can see in this picture, this one was not a typical seen in a stairwell.

At the left of riser you can see the standpipe connection.  They basically put the sprinkler room in the stairwell.

If you weren’t familiar with this, a person might just start turning valves or just think that there is not a standpipe connection at all.

The point here is that not all standpipe connections are created the same. Nor are all sprinkler rooms in a closet.

Get to know your buildings and the systems that operate in them. You never know when you will need to use them.

Apply the Lessons Learned

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With the fire service and others taking this day and weekend to remember the Charleston 9, along with other high profile LODD, I wanted to do something different. I wanted to look at how we can specifically apply the recommendations that were listed in the report on the Charleston Super Sofa Fire.

I am going to do this just one at a time and I will likely take several weeks to cover them all.  It is very likely that some will intermingle with others, and will be covered together.

Today I want to look at pre-incident planning.  For me, this starts with when the building is being built.   In reality, it is a combination of both, during construction and visits and regular intervals.

conduct pre-incident planning inspections of buildings within their jurisdictions to facilitate development of safe fireground strategies and tactics

Light weight, engineered floor joists.

Today, we stopped in on a new restaurant.  As you can see from the photo it is all light weight, engineered construction.

The comment was made that we need not enter this building if it burns.  Well, in an ideal world that is correct.

The fact is is that we just don’t know what we will be tasked with doing if this building catches fire.  We can’t predict what time of day or who will or will not be in it.  What we can do, however, is know what this building is made of and the hazards associated with those materials and products of construction.

We also must be prudent in our tactics when arriving, like lifting ceiling tiles before we get too far in the building, looking for fire running above us.

This visit provided some great information aside from the type of construction and those hazards associated with them.  First, the building is completely sprinklered.  That is a plus.  We located the FDC and the nearest hydrant.  Both good things.

Concealed spaces over the booths.

We found that this concealed space had sprinklers dropped down to the ceiling level, but none were in the space or immediately above it.  An easy place for fire to spread quickly.

As we discussed earlier in the post, most would say we don’t need to enter this building.  In theory I agree, but we never know what we are facing when we arrive.

Something that we learned was that there is an area on the east side of this building, Side D, that is built with dimensional lumber and is sprinklered as well. The roof construction is not truss and the walls are all dimensional studs.  What can we take away from this?

Side D construction was different than the rest of the building.

We discussed that if there needed to be an attempt to make entry, it would be best to try to take a stand from this area. It is not part of the rest of the roof system and will likely hold up a little longer with the dimensional lumber.

Another idea was that RIT would be staged near this entrance if there would happen to be interior crews making a rescue or knocking down what was perceived as a small fire.  They know that there is a straight shot to the middle of the building through a more secure type of construction.

With all that being said, accessibility to the building needs to be looked at; where will multiple units be staged?  Where will you place ladders and are there overhead dangers?

It is important to look at all of these factors to make a good decision based on prior knowledge.  We also understand that Plan A doesn’t always work so have a Plan B ready based on the planning you did on the building.

There are many other components about pre-incident planning that I didn’t mention, but hopefully you get the point.  Get out and visit these sites.  Be involved and have discussions about how you would perform at a fire here.

Above all, don’t let the lives lost at any LODD be lives lost in vain.  Learn from their mistakes, but don’t be critical, we have all screwed up and been lucky enough to get away with it.  Be constructive and train on the recommendations so that you don’t repeat history.

Stay safe and please, never forget those lost in the line of duty.  We owe them our promise to train hard and to learn from them.

Beverly Hills Supper Club Fire Remembered

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The Beverly Hills Supper Club was remodeled and upgraded and opened in 1971.  It had previously gone through many changes and the original building had burned in the late 1930′s.

It had changed hands, sat vacant and been an off and on hot spot for several years until it was the primary club for top notch entertainment and high class amenities.

On May 28th, 1977, the place was packed with visitors that were expecting a night of glamor and star entertainer John Davidson.  It is uncertain exactly how many patrons were in attendance that evening, but estimations put the number at approximately 3,000 at the entire facility with 1300 in the Cabaret Room.  There were multiple events taking place in multiple rooms which were all filled to or over capacity, according to reports.

In the Cabaret Room alone, people were squeezed in and sat in aisles and ramps that would be exit pathways.  Some of these ramps led to the stage and people were placed there in order to get as many people into the room as possible.

Smoke was first noticed in the Zebra Room by two waitresses sometime around 2100 hours.  They  noticed a dense smoke in the room and they notified management.  The fire department was called within a few minutes and extinguishers were used on the fire with no effectiveness.  Within 10 minutes, the fire had spread to the Cabaret Room and things would turn tragic very fast.

Here is quote from one of the first arriving firefighters about what he saw, “When I got to the inside doors, which is about 30 feet inside the building, I saw these big double doors, and people were stacked like cordwood. There were clear up to the top. They just kept diving out on each other trying to get out. I looked back over the pile of – it wasn’t dead people, there were dead and alive in that pile – and I went in and I just started to grab them two at a time and pull them off the stack, and drag them out…” , Bruce Rath, a Fort Thomas firefighter.

The results of this night were that 165 people lost their lives that night.  The reports were not much different from the Cocoanut Grove fire some 30 years prior.

-Overcrowding of the facility, namely the Cabaret Room.  The room had a listed occupancy load of 615 -756 people.  That night, it was estimated that nearly 1300 people were in the room, almost double the allowed load.

-For the size of the facility Kentucky law required that there should have been at least 27.5 exits for the occupant load, there were only 16.5.

-The wiring was considered inadequate and it was stated that it would have never passed inspection by an electrician who inspected the electrical work.

-There were no fire walls to prohibit the spread of fire from one area to another.

-No sprinkler system and no audible fire alarm system.

-The local volunteer fire department acknowledged that there were issues, but had not ordered any of them to be corrected.  (I was unable to find out if the department had fire or building codes ordinances at the time of the fire.)

-There were reports of locked doors.

These factors are all too familiar.  We see the same failures in these large loss of life fires in assembly occupancies.  We sometimes take our inspections and prevention activities lightly because it is not “fun” or interesting to some.  Remember these fires and the lives that have been lost because of poor prevention measures and a lack of life safety measures in these buildings.

Below are some links where you can get more information and much of the sources for this post were from the Cincinnati Enquirer.

Until next time, stay safe, do your inspections with conviction and stay low.

http://www.enquirer.com/beverlyhills/lives.html

http://migration.kentucky.gov/NR/rdonlyres/CBCD1D5A-F7F3-4341-BF52-733BFDD35AD8/0/20090313BevHillsSummary.pdf

http://www.enquirer.com/beverlyhills/only.html

http://www.metropolitan.edu/disastercentral/index.php/emergency-management-planning/the-beverly-hills-supper-club-fire-another-look.php

Showdown In MS

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A few weeks ago I posted comments  HERE about attempts in Mississippi to pass legislation that would prohibit the adoption of residential sprinklers.

I have received word today that efforts to stop those legislative actions have been successful.  In the email I received from the MS Chiefs Association:

HB 1291–Relating to prohibiting adoption of ordinance requiring installation of sprinkler systems in certain dwellings by municipalities and counties. Died in committee.

SB 2079–Relating to prohibiting municipalities and counties from adopting any ordinance, bylaw, order, building code, or rule that requires installation of a multipurpose residential fire protection system in a family dwelling. Died in committee.

This is good news and a win for the “good” guys.  Congratulations to the Mississippi Chiefs and all the supporters of residential sprinklers who helped in getting this legislation stopped.

Take care and stay safe.  Sprinklers save lives.